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miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/parsing/tests/test_mathematica.py

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+from sympy import sin, Function, symbols, Dummy, Lambda, cos
+from sympy.parsing.mathematica import parse_mathematica, MathematicaParser
+from sympy.core.sympify import sympify
+from sympy.abc import n, w, x, y, z
+from sympy.testing.pytest import raises
+
+
+def test_mathematica():
+    d = {
+        '- 6x': '-6*x',
+        'Sin[x]^2': 'sin(x)**2',
+        '2(x-1)': '2*(x-1)',
+        '3y+8': '3*y+8',
+        'ArcSin[2x+9(4-x)^2]/x': 'asin(2*x+9*(4-x)**2)/x',
+        'x+y': 'x+y',
+        '355/113': '355/113',
+        '2.718281828': '2.718281828',
+        'Cos(1/2 * π)': 'Cos(π/2)',
+        'Sin[12]': 'sin(12)',
+        'Exp[Log[4]]': 'exp(log(4))',
+        '(x+1)(x+3)': '(x+1)*(x+3)',
+        'Cos[ArcCos[3.6]]': 'cos(acos(3.6))',
+        'Cos[x]==Sin[y]': 'Eq(cos(x), sin(y))',
+        '2*Sin[x+y]': '2*sin(x+y)',
+        'Sin[x]+Cos[y]': 'sin(x)+cos(y)',
+        'Sin[Cos[x]]': 'sin(cos(x))',
+        '2*Sqrt[x+y]': '2*sqrt(x+y)',   # Test case from the issue 4259
+        '+Sqrt[2]': 'sqrt(2)',
+        '-Sqrt[2]': '-sqrt(2)',
+        '-1/Sqrt[2]': '-1/sqrt(2)',
+        '-(1/Sqrt[3])': '-(1/sqrt(3))',
+        '1/(2*Sqrt[5])': '1/(2*sqrt(5))',
+        'Mod[5,3]': 'Mod(5,3)',
+        '-Mod[5,3]': '-Mod(5,3)',
+        '(x+1)y': '(x+1)*y',
+        'x(y+1)': 'x*(y+1)',
+        'Sin[x]Cos[y]': 'sin(x)*cos(y)',
+        'Sin[x]^2Cos[y]^2': 'sin(x)**2*cos(y)**2',
+        'Cos[x]^2(1 - Cos[y]^2)': 'cos(x)**2*(1-cos(y)**2)',
+        'x y': 'x*y',
+        'x  y': 'x*y',
+        '2 x': '2*x',
+        'x 8': 'x*8',
+        '2 8': '2*8',
+        '4.x': '4.*x',
+        '4. 3': '4.*3',
+        '4. 3.': '4.*3.',
+        '1 2 3': '1*2*3',
+        ' -  2 *  Sqrt[  2 3 *   ( 1   +  5 ) ]  ': '-2*sqrt(2*3*(1+5))',
+        'Log[2,4]': 'log(4,2)',
+        'Log[Log[2,4],4]': 'log(4,log(4,2))',
+        'Exp[Sqrt[2]^2Log[2, 8]]': 'exp(sqrt(2)**2*log(8,2))',
+        'ArcSin[Cos[0]]': 'asin(cos(0))',
+        'Log2[16]': 'log(16,2)',
+        'Max[1,-2,3,-4]': 'Max(1,-2,3,-4)',
+        'Min[1,-2,3]': 'Min(1,-2,3)',
+        'Exp[I Pi/2]': 'exp(I*pi/2)',
+        'ArcTan[x,y]': 'atan2(y,x)',
+        'Pochhammer[x,y]': 'rf(x,y)',
+        'ExpIntegralEi[x]': 'Ei(x)',
+        'SinIntegral[x]': 'Si(x)',
+        'CosIntegral[x]': 'Ci(x)',
+        'AiryAi[x]': 'airyai(x)',
+        'AiryAiPrime[5]': 'airyaiprime(5)',
+        'AiryBi[x]': 'airybi(x)',
+        'AiryBiPrime[7]': 'airybiprime(7)',
+        'LogIntegral[4]': ' li(4)',
+        'PrimePi[7]': 'primepi(7)',
+        'Prime[5]': 'prime(5)',
+        'PrimeQ[5]': 'isprime(5)',
+        'Rational[2,19]': 'Rational(2,19)',    # test case for issue 25716
+        }
+
+    for e in d:
+        assert parse_mathematica(e) == sympify(d[e])
+
+    # The parsed form of this expression should not evaluate the Lambda object:
+    assert parse_mathematica("Sin[#]^2 + Cos[#]^2 &[x]") == sin(x)**2 + cos(x)**2
+
+    d1, d2, d3 = symbols("d1:4", cls=Dummy)
+    assert parse_mathematica("Sin[#] + Cos[#3] &").dummy_eq(Lambda((d1, d2, d3), sin(d1) + cos(d3)))
+    assert parse_mathematica("Sin[#^2] &").dummy_eq(Lambda(d1, sin(d1**2)))
+    assert parse_mathematica("Function[x, x^3]") == Lambda(x, x**3)
+    assert parse_mathematica("Function[{x, y}, x^2 + y^2]") == Lambda((x, y), x**2 + y**2)
+
+
+def test_parser_mathematica_tokenizer():
+    parser = MathematicaParser()
+
+    chain = lambda expr: parser._from_tokens_to_fullformlist(parser._from_mathematica_to_tokens(expr))
+
+    # Basic patterns
+    assert chain("x") == "x"
+    assert chain("42") == "42"
+    assert chain(".2") == ".2"
+    assert chain("+x") == "x"
+    assert chain("-1") == "-1"
+    assert chain("- 3") == "-3"
+    assert chain("α") == "α"
+    assert chain("+Sin[x]") == ["Sin", "x"]
+    assert chain("-Sin[x]") == ["Times", "-1", ["Sin", "x"]]
+    assert chain("x(a+1)") == ["Times", "x", ["Plus", "a", "1"]]
+    assert chain("(x)") == "x"
+    assert chain("(+x)") == "x"
+    assert chain("-a") == ["Times", "-1", "a"]
+    assert chain("(-x)") == ["Times", "-1", "x"]
+    assert chain("(x + y)") == ["Plus", "x", "y"]
+    assert chain("3 + 4") == ["Plus", "3", "4"]
+    assert chain("a - 3") == ["Plus", "a", "-3"]
+    assert chain("a - b") == ["Plus", "a", ["Times", "-1", "b"]]
+    assert chain("7 * 8") == ["Times", "7", "8"]
+    assert chain("a + b*c") == ["Plus", "a", ["Times", "b", "c"]]
+    assert chain("a + b* c* d + 2 * e") == ["Plus", "a", ["Times", "b", "c", "d"], ["Times", "2", "e"]]
+    assert chain("a / b") == ["Times", "a", ["Power", "b", "-1"]]
+
+    # Missing asterisk (*) patterns:
+    assert chain("x y") == ["Times", "x", "y"]
+    assert chain("3 4") == ["Times", "3", "4"]
+    assert chain("a[b] c") == ["Times", ["a", "b"], "c"]
+    assert chain("(x) (y)") == ["Times", "x", "y"]
+    assert chain("3 (a)") == ["Times", "3", "a"]
+    assert chain("(a) b") == ["Times", "a", "b"]
+    assert chain("4.2") == "4.2"
+    assert chain("4 2") == ["Times", "4", "2"]
+    assert chain("4  2") == ["Times", "4", "2"]
+    assert chain("3 . 4") == ["Dot", "3", "4"]
+    assert chain("4. 2") == ["Times", "4.", "2"]
+    assert chain("x.y") == ["Dot", "x", "y"]
+    assert chain("4.y") == ["Times", "4.", "y"]
+    assert chain("4 .y") == ["Dot", "4", "y"]
+    assert chain("x.4") == ["Times", "x", ".4"]
+    assert chain("x0.3") == ["Times", "x0", ".3"]
+    assert chain("x. 4") == ["Dot", "x", "4"]
+
+    # Comments
+    assert chain("a (* +b *) + c") == ["Plus", "a", "c"]
+    assert chain("a (* + b *) + (**)c (* +d *) + e") == ["Plus", "a", "c", "e"]
+    assert chain("""a + (*
+    + b
+    *) c + (* d
+    *) e
+    """) == ["Plus", "a", "c", "e"]
+
+    # Operators couples + and -, * and / are mutually associative:
+    # (i.e. expression gets flattened when mixing these operators)
+    assert chain("a*b/c") == ["Times", "a", "b", ["Power", "c", "-1"]]
+    assert chain("a/b*c") == ["Times", "a", ["Power", "b", "-1"], "c"]
+    assert chain("a+b-c") == ["Plus", "a", "b", ["Times", "-1", "c"]]
+    assert chain("a-b+c") == ["Plus", "a", ["Times", "-1", "b"], "c"]
+    assert chain("-a + b -c ") == ["Plus", ["Times", "-1", "a"], "b", ["Times", "-1", "c"]]
+    assert chain("a/b/c*d") == ["Times", "a", ["Power", "b", "-1"], ["Power", "c", "-1"], "d"]
+    assert chain("a/b/c") == ["Times", "a", ["Power", "b", "-1"], ["Power", "c", "-1"]]
+    assert chain("a-b-c") == ["Plus", "a", ["Times", "-1", "b"], ["Times", "-1", "c"]]
+    assert chain("1/a") == ["Times", "1", ["Power", "a", "-1"]]
+    assert chain("1/a/b") == ["Times", "1", ["Power", "a", "-1"], ["Power", "b", "-1"]]
+    assert chain("-1/a*b") == ["Times", "-1", ["Power", "a", "-1"], "b"]
+
+    # Enclosures of various kinds, i.e. ( )  [ ]  [[ ]]  { }
+    assert chain("(a + b) + c") == ["Plus", ["Plus", "a", "b"], "c"]
+    assert chain(" a + (b + c) + d ") == ["Plus", "a", ["Plus", "b", "c"], "d"]
+    assert chain("a * (b + c)") == ["Times", "a", ["Plus", "b", "c"]]
+    assert chain("a b (c d)") == ["Times", "a", "b", ["Times", "c", "d"]]
+    assert chain("{a, b, 2, c}") == ["List", "a", "b", "2", "c"]
+    assert chain("{a, {b, c}}") == ["List", "a", ["List", "b", "c"]]
+    assert chain("{{a}}") == ["List", ["List", "a"]]
+    assert chain("a[b, c]") == ["a", "b", "c"]
+    assert chain("a[[b, c]]") == ["Part", "a", "b", "c"]
+    assert chain("a[b[c]]") == ["a", ["b", "c"]]
+    assert chain("a[[b, c[[d, {e,f}]]]]") == ["Part", "a", "b", ["Part", "c", "d", ["List", "e", "f"]]]
+    assert chain("a[b[[c,d]]]") == ["a", ["Part", "b", "c", "d"]]
+    assert chain("a[[b[c]]]") == ["Part", "a", ["b", "c"]]
+    assert chain("a[[b[[c]]]]") == ["Part", "a", ["Part", "b", "c"]]
+    assert chain("a[[b[c[[d]]]]]") == ["Part", "a", ["b", ["Part", "c", "d"]]]
+    assert chain("a[b[[c[d]]]]") == ["a", ["Part", "b", ["c", "d"]]]
+    assert chain("x[[a+1, b+2, c+3]]") == ["Part", "x", ["Plus", "a", "1"], ["Plus", "b", "2"], ["Plus", "c", "3"]]
+    assert chain("x[a+1, b+2, c+3]") == ["x", ["Plus", "a", "1"], ["Plus", "b", "2"], ["Plus", "c", "3"]]
+    assert chain("{a+1, b+2, c+3}") == ["List", ["Plus", "a", "1"], ["Plus", "b", "2"], ["Plus", "c", "3"]]
+
+    # Flat operator:
+    assert chain("a*b*c*d*e") == ["Times", "a", "b", "c", "d", "e"]
+    assert chain("a +b + c+ d+e") == ["Plus", "a", "b", "c", "d", "e"]
+
+    # Right priority operator:
+    assert chain("a^b") == ["Power", "a", "b"]
+    assert chain("a^b^c") == ["Power", "a", ["Power", "b", "c"]]
+    assert chain("a^b^c^d") == ["Power", "a", ["Power", "b", ["Power", "c", "d"]]]
+
+    # Left priority operator:
+    assert chain("a/.b") == ["ReplaceAll", "a", "b"]
+    assert chain("a/.b/.c/.d") == ["ReplaceAll", ["ReplaceAll", ["ReplaceAll", "a", "b"], "c"], "d"]
+
+    assert chain("a//b") == ["a", "b"]
+    assert chain("a//b//c") == [["a", "b"], "c"]
+    assert chain("a//b//c//d") == [[["a", "b"], "c"], "d"]
+
+    # Compound expressions
+    assert chain("a;b") == ["CompoundExpression", "a", "b"]
+    assert chain("a;") == ["CompoundExpression", "a", "Null"]
+    assert chain("a;b;") == ["CompoundExpression", "a", "b", "Null"]
+    assert chain("a[b;c]") == ["a", ["CompoundExpression", "b", "c"]]
+    assert chain("a[b,c;d,e]") == ["a", "b", ["CompoundExpression", "c", "d"], "e"]
+    assert chain("a[b,c;,d]") == ["a", "b", ["CompoundExpression", "c", "Null"], "d"]
+
+    # New lines
+    assert chain("a\nb\n") == ["CompoundExpression", "a", "b"]
+    assert chain("a\n\nb\n (c \nd)  \n") == ["CompoundExpression", "a", "b", ["Times", "c", "d"]]
+    assert chain("\na; b\nc") == ["CompoundExpression", "a", "b", "c"]
+    assert chain("a + \nb\n") == ["Plus", "a", "b"]
+    assert chain("a\nb; c; d\n e; (f \n g); h + \n i") == ["CompoundExpression", "a", "b", "c", "d", "e", ["Times", "f", "g"], ["Plus", "h", "i"]]
+    assert chain("\n{\na\nb; c; d\n e (f \n g); h + \n i\n\n}\n") == ["List", ["CompoundExpression", ["Times", "a", "b"], "c", ["Times", "d", "e", ["Times", "f", "g"]], ["Plus", "h", "i"]]]
+
+    # Patterns
+    assert chain("y_") == ["Pattern", "y", ["Blank"]]
+    assert chain("y_.") == ["Optional", ["Pattern", "y", ["Blank"]]]
+    assert chain("y__") == ["Pattern", "y", ["BlankSequence"]]
+    assert chain("y___") == ["Pattern", "y", ["BlankNullSequence"]]
+    assert chain("a[b_.,c_]") == ["a", ["Optional", ["Pattern", "b", ["Blank"]]], ["Pattern", "c", ["Blank"]]]
+    assert chain("b_. c") == ["Times", ["Optional", ["Pattern", "b", ["Blank"]]], "c"]
+
+    # Slots for lambda functions
+    assert chain("#") == ["Slot", "1"]
+    assert chain("#3") == ["Slot", "3"]
+    assert chain("#n") == ["Slot", "n"]
+    assert chain("##") == ["SlotSequence", "1"]
+    assert chain("##a") == ["SlotSequence", "a"]
+
+    # Lambda functions
+    assert chain("x&") == ["Function", "x"]
+    assert chain("#&") == ["Function", ["Slot", "1"]]
+    assert chain("#+3&") == ["Function", ["Plus", ["Slot", "1"], "3"]]
+    assert chain("#1 + #2&") == ["Function", ["Plus", ["Slot", "1"], ["Slot", "2"]]]
+    assert chain("# + #&") == ["Function", ["Plus", ["Slot", "1"], ["Slot", "1"]]]
+    assert chain("#&[x]") == [["Function", ["Slot", "1"]], "x"]
+    assert chain("#1 + #2 & [x, y]") == [["Function", ["Plus", ["Slot", "1"], ["Slot", "2"]]], "x", "y"]
+    assert chain("#1^2#2^3&") == ["Function", ["Times", ["Power", ["Slot", "1"], "2"], ["Power", ["Slot", "2"], "3"]]]
+
+    # Strings inside Mathematica expressions:
+    assert chain('"abc"') == ["_Str", "abc"]
+    assert chain('"a\\"b"') == ["_Str", 'a"b']
+    # This expression does not make sense mathematically, it's just testing the parser:
+    assert chain('x + "abc" ^ 3') == ["Plus", "x", ["Power", ["_Str", "abc"], "3"]]
+    assert chain('"a (* b *) c"') == ["_Str", "a (* b *) c"]
+    assert chain('"a" (* b *) ') == ["_Str", "a"]
+    assert chain('"a [ b] "') == ["_Str", "a [ b] "]
+    raises(SyntaxError, lambda: chain('"'))
+    raises(SyntaxError, lambda: chain('"\\"'))
+    raises(SyntaxError, lambda: chain('"abc'))
+    raises(SyntaxError, lambda: chain('"abc\\"def'))
+
+    # Invalid expressions:
+    raises(SyntaxError, lambda: chain("(,"))
+    raises(SyntaxError, lambda: chain("()"))
+    raises(SyntaxError, lambda: chain("a (* b"))
+
+
+def test_parser_mathematica_exp_alt():
+    parser = MathematicaParser()
+
+    convert_chain2 = lambda expr: parser._from_fullformlist_to_fullformsympy(parser._from_fullform_to_fullformlist(expr))
+    convert_chain3 = lambda expr: parser._from_fullformsympy_to_sympy(convert_chain2(expr))
+
+    Sin, Times, Plus, Power = symbols("Sin Times Plus Power", cls=Function)
+
+    full_form1 = "Sin[Times[x, y]]"
+    full_form2 = "Plus[Times[x, y], z]"
+    full_form3 = "Sin[Times[x, Plus[y, z], Power[w, n]]]]"
+    full_form4 = "Rational[Rational[x, y], z]"
+
+    assert parser._from_fullform_to_fullformlist(full_form1) == ["Sin", ["Times", "x", "y"]]
+    assert parser._from_fullform_to_fullformlist(full_form2) == ["Plus", ["Times", "x", "y"], "z"]
+    assert parser._from_fullform_to_fullformlist(full_form3) == ["Sin", ["Times", "x", ["Plus", "y", "z"], ["Power", "w", "n"]]]
+    assert parser._from_fullform_to_fullformlist(full_form4) == ["Rational", ["Rational", "x", "y"], "z"]
+
+    assert convert_chain2(full_form1) == Sin(Times(x, y))
+    assert convert_chain2(full_form2) == Plus(Times(x, y), z)
+    assert convert_chain2(full_form3) == Sin(Times(x, Plus(y, z), Power(w, n)))
+
+    assert convert_chain3(full_form1) == sin(x*y)
+    assert convert_chain3(full_form2) == x*y + z
+    assert convert_chain3(full_form3) == sin(x*(y + z)*w**n)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/parsing/tests/test_maxima.py

@@ -0,0 +1,50 @@
+from sympy.parsing.maxima import parse_maxima
+from sympy.core.numbers import (E, Rational, oo)
+from sympy.core.symbol import Symbol
+from sympy.functions.combinatorial.factorials import factorial
+from sympy.functions.elementary.complexes import Abs
+from sympy.functions.elementary.exponential import log
+from sympy.functions.elementary.trigonometric import (cos, sin)
+from sympy.abc import x
+
+n = Symbol('n', integer=True)
+
+
+def test_parser():
+    assert Abs(parse_maxima('float(1/3)') - 0.333333333) < 10**(-5)
+    assert parse_maxima('13^26') == 91733330193268616658399616009
+    assert parse_maxima('sin(%pi/2) + cos(%pi/3)') == Rational(3, 2)
+    assert parse_maxima('log(%e)') == 1
+
+
+def test_injection():
+    parse_maxima('c: x+1', globals=globals())
+    # c created by parse_maxima
+    assert c == x + 1 # noqa:F821
+
+    parse_maxima('g: sqrt(81)', globals=globals())
+    # g created by parse_maxima
+    assert g == 9 # noqa:F821
+
+
+def test_maxima_functions():
+    assert parse_maxima('expand( (x+1)^2)') == x**2 + 2*x + 1
+    assert parse_maxima('factor( x**2 + 2*x + 1)') == (x + 1)**2
+    assert parse_maxima('2*cos(x)^2 + sin(x)^2') == 2*cos(x)**2 + sin(x)**2
+    assert parse_maxima('trigexpand(sin(2*x)+cos(2*x))') == \
+        -1 + 2*cos(x)**2 + 2*cos(x)*sin(x)
+    assert parse_maxima('solve(x^2-4,x)') == [-2, 2]
+    assert parse_maxima('limit((1+1/x)^x,x,inf)') == E
+    assert parse_maxima('limit(sqrt(-x)/x,x,0,minus)') is -oo
+    assert parse_maxima('diff(x^x, x)') == x**x*(1 + log(x))
+    assert parse_maxima('sum(k, k, 1, n)', name_dict={
+        "n": Symbol('n', integer=True),
+        "k": Symbol('k', integer=True)
+    }) == (n**2 + n)/2
+    assert parse_maxima('product(k, k, 1, n)', name_dict={
+        "n": Symbol('n', integer=True),
+        "k": Symbol('k', integer=True)
+    }) == factorial(n)
+    assert parse_maxima('ratsimp((x^2-1)/(x+1))') == x - 1
+    assert Abs( parse_maxima(
+        'float(sec(%pi/3) + csc(%pi/3))') - 3.154700538379252) < 10**(-5)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/parsing/tests/test_sym_expr.py

@@ -0,0 +1,209 @@
+from sympy.parsing.sym_expr import SymPyExpression
+from sympy.testing.pytest import raises
+from sympy.external import import_module
+
+lfortran = import_module('lfortran')
+cin = import_module('clang.cindex', import_kwargs = {'fromlist': ['cindex']})
+
+if lfortran and cin:
+    from sympy.codegen.ast import (Variable, IntBaseType, FloatBaseType, String,
+                                   Declaration, FloatType)
+    from sympy.core import Integer, Float
+    from sympy.core.symbol import Symbol
+
+    expr1 = SymPyExpression()
+    src = """\
+    integer :: a, b, c, d
+    real :: p, q, r, s
+    """
+
+    def test_c_parse():
+        src1 = """\
+        int a, b = 4;
+        float c, d = 2.4;
+        """
+        expr1.convert_to_expr(src1, 'c')
+        ls = expr1.return_expr()
+
+        assert ls[0] == Declaration(
+            Variable(
+                Symbol('a'),
+                type=IntBaseType(String('intc'))
+            )
+        )
+        assert ls[1] == Declaration(
+            Variable(
+                Symbol('b'),
+                type=IntBaseType(String('intc')),
+                value=Integer(4)
+            )
+        )
+        assert ls[2] == Declaration(
+            Variable(
+                Symbol('c'),
+                type=FloatType(
+                    String('float32'),
+                    nbits=Integer(32),
+                    nmant=Integer(23),
+                    nexp=Integer(8)
+                    )
+            )
+        )
+        assert ls[3] == Declaration(
+            Variable(
+                Symbol('d'),
+                type=FloatType(
+                    String('float32'),
+                    nbits=Integer(32),
+                    nmant=Integer(23),
+                    nexp=Integer(8)
+                    ),
+                value=Float('2.3999999999999999', precision=53)
+            )
+        )
+
+
+    def test_fortran_parse():
+        expr = SymPyExpression(src, 'f')
+        ls = expr.return_expr()
+
+        assert ls[0] == Declaration(
+            Variable(
+                Symbol('a'),
+                type=IntBaseType(String('integer')),
+                value=Integer(0)
+            )
+        )
+        assert ls[1] == Declaration(
+            Variable(
+                Symbol('b'),
+                type=IntBaseType(String('integer')),
+                value=Integer(0)
+            )
+        )
+        assert ls[2] == Declaration(
+            Variable(
+                Symbol('c'),
+                type=IntBaseType(String('integer')),
+                value=Integer(0)
+            )
+        )
+        assert ls[3] == Declaration(
+            Variable(
+                Symbol('d'),
+                type=IntBaseType(String('integer')),
+                value=Integer(0)
+            )
+        )
+        assert ls[4] == Declaration(
+            Variable(
+                Symbol('p'),
+                type=FloatBaseType(String('real')),
+                value=Float('0.0', precision=53)
+            )
+        )
+        assert ls[5] == Declaration(
+            Variable(
+                Symbol('q'),
+                type=FloatBaseType(String('real')),
+                value=Float('0.0', precision=53)
+            )
+        )
+        assert ls[6] == Declaration(
+            Variable(
+                Symbol('r'),
+                type=FloatBaseType(String('real')),
+                value=Float('0.0', precision=53)
+            )
+        )
+        assert ls[7] == Declaration(
+            Variable(
+                Symbol('s'),
+                type=FloatBaseType(String('real')),
+                value=Float('0.0', precision=53)
+            )
+        )
+
+
+    def test_convert_py():
+        src1 = (
+            src +
+            """\
+            a = b + c
+            s = p * q / r
+            """
+        )
+        expr1.convert_to_expr(src1, 'f')
+        exp_py = expr1.convert_to_python()
+        assert exp_py == [
+            'a = 0',
+            'b = 0',
+            'c = 0',
+            'd = 0',
+            'p = 0.0',
+            'q = 0.0',
+            'r = 0.0',
+            's = 0.0',
+            'a = b + c',
+            's = p*q/r'
+        ]
+
+
+    def test_convert_fort():
+        src1 = (
+            src +
+            """\
+            a = b + c
+            s = p * q / r
+            """
+        )
+        expr1.convert_to_expr(src1, 'f')
+        exp_fort = expr1.convert_to_fortran()
+        assert exp_fort == [
+            '      integer*4 a',
+            '      integer*4 b',
+            '      integer*4 c',
+            '      integer*4 d',
+            '      real*8 p',
+            '      real*8 q',
+            '      real*8 r',
+            '      real*8 s',
+            '      a = b + c',
+            '      s = p*q/r'
+        ]
+
+
+    def test_convert_c():
+        src1 = (
+            src +
+            """\
+            a = b + c
+            s = p * q / r
+            """
+        )
+        expr1.convert_to_expr(src1, 'f')
+        exp_c = expr1.convert_to_c()
+        assert exp_c == [
+            'int a = 0',
+            'int b = 0',
+            'int c = 0',
+            'int d = 0',
+            'double p = 0.0',
+            'double q = 0.0',
+            'double r = 0.0',
+            'double s = 0.0',
+            'a = b + c;',
+            's = p*q/r;'
+        ]
+
+
+    def test_exceptions():
+        src = 'int a;'
+        raises(ValueError, lambda: SymPyExpression(src))
+        raises(ValueError, lambda: SymPyExpression(mode = 'c'))
+        raises(NotImplementedError, lambda: SymPyExpression(src, mode = 'd'))
+
+elif not lfortran and not cin:
+    def test_raise():
+        raises(ImportError, lambda: SymPyExpression('int a;', 'c'))
+        raises(ImportError, lambda: SymPyExpression('integer :: a', 'f'))

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/parsing/tests/test_sympy_parser.py

@@ -0,0 +1,371 @@
+# -*- coding: utf-8 -*-
+
+
+import builtins
+import types
+
+from sympy.assumptions import Q
+from sympy.core import Symbol, Function, Float, Rational, Integer, I, Mul, Pow, Eq, Lt, Le, Gt, Ge, Ne
+from sympy.functions import exp, factorial, factorial2, sin, Min, Max
+from sympy.logic import And
+from sympy.series import Limit
+from sympy.testing.pytest import raises
+
+from sympy.parsing.sympy_parser import (
+    parse_expr, standard_transformations, rationalize, TokenError,
+    split_symbols, implicit_multiplication, convert_equals_signs,
+    convert_xor, function_exponentiation, lambda_notation, auto_symbol,
+    repeated_decimals, implicit_multiplication_application,
+    auto_number, factorial_notation, implicit_application,
+    _transformation, T
+    )
+
+
+def test_sympy_parser():
+    x = Symbol('x')
+    inputs = {
+        '2*x': 2 * x,
+        '3.00': Float(3),
+        '22/7': Rational(22, 7),
+        '2+3j': 2 + 3*I,
+        'exp(x)': exp(x),
+        'x!': factorial(x),
+        'x!!': factorial2(x),
+        '(x + 1)! - 1': factorial(x + 1) - 1,
+        '3.[3]': Rational(10, 3),
+        '.0[3]': Rational(1, 30),
+        '3.2[3]': Rational(97, 30),
+        '1.3[12]': Rational(433, 330),
+        '1 + 3.[3]': Rational(13, 3),
+        '1 + .0[3]': Rational(31, 30),
+        '1 + 3.2[3]': Rational(127, 30),
+        '.[0011]': Rational(1, 909),
+        '0.1[00102] + 1': Rational(366697, 333330),
+        '1.[0191]': Rational(10190, 9999),
+        '10!': 3628800,
+        '-(2)': -Integer(2),
+        '[-1, -2, 3]': [Integer(-1), Integer(-2), Integer(3)],
+        'Symbol("x").free_symbols': x.free_symbols,
+        "S('S(3).n(n=3)')": Float(3, 3),
+        'factorint(12, visual=True)': Mul(
+            Pow(2, 2, evaluate=False),
+            Pow(3, 1, evaluate=False),
+            evaluate=False),
+        'Limit(sin(x), x, 0, dir="-")': Limit(sin(x), x, 0, dir='-'),
+        'Q.even(x)': Q.even(x),
+
+
+    }
+    for text, result in inputs.items():
+        assert parse_expr(text) == result
+
+    raises(TypeError, lambda:
+        parse_expr('x', standard_transformations))
+    raises(TypeError, lambda:
+        parse_expr('x', transformations=lambda x,y: 1))
+    raises(TypeError, lambda:
+        parse_expr('x', transformations=(lambda x,y: 1,)))
+    raises(TypeError, lambda: parse_expr('x', transformations=((),)))
+    raises(TypeError, lambda: parse_expr('x', {}, [], []))
+    raises(TypeError, lambda: parse_expr('x', [], [], {}))
+    raises(TypeError, lambda: parse_expr('x', [], [], {}))
+
+
+def test_rationalize():
+    inputs = {
+        '0.123': Rational(123, 1000)
+    }
+    transformations = standard_transformations + (rationalize,)
+    for text, result in inputs.items():
+        assert parse_expr(text, transformations=transformations) == result
+
+
+def test_factorial_fail():
+    inputs = ['x!!!', 'x!!!!', '(!)']
+
+
+    for text in inputs:
+        try:
+            parse_expr(text)
+            assert False
+        except TokenError:
+            assert True
+
+
+def test_repeated_fail():
+    inputs = ['1[1]', '.1e1[1]', '0x1[1]', '1.1j[1]', '1.1[1 + 1]',
+        '0.1[[1]]', '0x1.1[1]']
+
+
+    # All are valid Python, so only raise TypeError for invalid indexing
+    for text in inputs:
+        raises(TypeError, lambda: parse_expr(text))
+
+
+    inputs = ['0.1[', '0.1[1', '0.1[]']
+    for text in inputs:
+        raises((TokenError, SyntaxError), lambda: parse_expr(text))
+
+
+def test_repeated_dot_only():
+    assert parse_expr('.[1]') == Rational(1, 9)
+    assert parse_expr('1 + .[1]') == Rational(10, 9)
+
+
+def test_local_dict():
+    local_dict = {
+        'my_function': lambda x: x + 2
+    }
+    inputs = {
+        'my_function(2)': Integer(4)
+    }
+    for text, result in inputs.items():
+        assert parse_expr(text, local_dict=local_dict) == result
+
+
+def test_local_dict_split_implmult():
+    t = standard_transformations + (split_symbols, implicit_multiplication,)
+    w = Symbol('w', real=True)
+    y = Symbol('y')
+    assert parse_expr('yx', local_dict={'x':w}, transformations=t) == y*w
+
+
+def test_local_dict_symbol_to_fcn():
+    x = Symbol('x')
+    d = {'foo': Function('bar')}
+    assert parse_expr('foo(x)', local_dict=d) == d['foo'](x)
+    d = {'foo': Symbol('baz')}
+    raises(TypeError, lambda: parse_expr('foo(x)', local_dict=d))
+
+
+def test_global_dict():
+    global_dict = {
+        'Symbol': Symbol
+    }
+    inputs = {
+        'Q & S': And(Symbol('Q'), Symbol('S'))
+    }
+    for text, result in inputs.items():
+        assert parse_expr(text, global_dict=global_dict) == result
+
+
+def test_no_globals():
+
+    # Replicate creating the default global_dict:
+    default_globals = {}
+    exec('from sympy import *', default_globals)
+    builtins_dict = vars(builtins)
+    for name, obj in builtins_dict.items():
+        if isinstance(obj, types.BuiltinFunctionType):
+            default_globals[name] = obj
+    default_globals['max'] = Max
+    default_globals['min'] = Min
+
+    # Need to include Symbol or parse_expr will not work:
+    default_globals.pop('Symbol')
+    global_dict = {'Symbol':Symbol}
+
+    for name in default_globals:
+        obj = parse_expr(name, global_dict=global_dict)
+        assert obj == Symbol(name)
+
+
+def test_issue_2515():
+    raises(TokenError, lambda: parse_expr('(()'))
+    raises(TokenError, lambda: parse_expr('"""'))
+
+
+def test_issue_7663():
+    x = Symbol('x')
+    e = '2*(x+1)'
+    assert parse_expr(e, evaluate=False) == parse_expr(e, evaluate=False)
+    assert parse_expr(e, evaluate=False).equals(2*(x+1))
+
+def test_recursive_evaluate_false_10560():
+    inputs = {
+        '4*-3' : '4*-3',
+        '-4*3' : '(-4)*3',
+        "-2*x*y": '(-2)*x*y',
+        "x*-4*x": "x*(-4)*x"
+    }
+    for text, result in inputs.items():
+        assert parse_expr(text, evaluate=False) == parse_expr(result, evaluate=False)
+
+
+def test_function_evaluate_false():
+    inputs = [
+        'Abs(0)', 'im(0)', 're(0)', 'sign(0)', 'arg(0)', 'conjugate(0)',
+        'acos(0)', 'acot(0)', 'acsc(0)', 'asec(0)', 'asin(0)', 'atan(0)',
+        'acosh(0)', 'acoth(0)', 'acsch(0)', 'asech(0)', 'asinh(0)', 'atanh(0)',
+        'cos(0)', 'cot(0)', 'csc(0)', 'sec(0)', 'sin(0)', 'tan(0)',
+        'cosh(0)', 'coth(0)', 'csch(0)', 'sech(0)', 'sinh(0)', 'tanh(0)',
+        'exp(0)', 'log(0)', 'sqrt(0)',
+    ]
+    for case in inputs:
+        expr = parse_expr(case, evaluate=False)
+        assert case == str(expr) != str(expr.doit())
+    assert str(parse_expr('ln(0)', evaluate=False)) == 'log(0)'
+    assert str(parse_expr('cbrt(0)', evaluate=False)) == '0**(1/3)'
+
+
+def test_issue_10773():
+    inputs = {
+    '-10/5': '(-10)/5',
+    '-10/-5' : '(-10)/(-5)',
+    }
+    for text, result in inputs.items():
+        assert parse_expr(text, evaluate=False) == parse_expr(result, evaluate=False)
+
+
+def test_split_symbols():
+    transformations = standard_transformations + \
+                      (split_symbols, implicit_multiplication,)
+    x = Symbol('x')
+    y = Symbol('y')
+    xy = Symbol('xy')
+
+
+    assert parse_expr("xy") == xy
+    assert parse_expr("xy", transformations=transformations) == x*y
+
+
+def test_split_symbols_function():
+    transformations = standard_transformations + \
+                      (split_symbols, implicit_multiplication,)
+    x = Symbol('x')
+    y = Symbol('y')
+    a = Symbol('a')
+    f = Function('f')
+
+
+    assert parse_expr("ay(x+1)", transformations=transformations) == a*y*(x+1)
+    assert parse_expr("af(x+1)", transformations=transformations,
+                      local_dict={'f':f}) == a*f(x+1)
+
+
+def test_functional_exponent():
+    t = standard_transformations + (convert_xor, function_exponentiation)
+    x = Symbol('x')
+    y = Symbol('y')
+    a = Symbol('a')
+    yfcn = Function('y')
+    assert parse_expr("sin^2(x)", transformations=t) == (sin(x))**2
+    assert parse_expr("sin^y(x)", transformations=t) == (sin(x))**y
+    assert parse_expr("exp^y(x)", transformations=t) == (exp(x))**y
+    assert parse_expr("E^y(x)", transformations=t) == exp(yfcn(x))
+    assert parse_expr("a^y(x)", transformations=t) == a**(yfcn(x))
+
+
+def test_match_parentheses_implicit_multiplication():
+    transformations = standard_transformations + \
+                      (implicit_multiplication,)
+    raises(TokenError, lambda: parse_expr('(1,2),(3,4]',transformations=transformations))
+
+
+def test_convert_equals_signs():
+    transformations = standard_transformations + \
+                        (convert_equals_signs, )
+    x = Symbol('x')
+    y = Symbol('y')
+    assert parse_expr("1*2=x", transformations=transformations) == Eq(2, x)
+    assert parse_expr("y = x", transformations=transformations) == Eq(y, x)
+    assert parse_expr("(2*y = x) = False",
+        transformations=transformations) == Eq(Eq(2*y, x), False)
+
+
+def test_parse_function_issue_3539():
+    x = Symbol('x')
+    f = Function('f')
+    assert parse_expr('f(x)') == f(x)
+
+def test_issue_24288():
+    assert parse_expr("1 < 2", evaluate=False) == Lt(1, 2, evaluate=False)
+    assert parse_expr("1 <= 2", evaluate=False) == Le(1, 2, evaluate=False)
+    assert parse_expr("1 > 2", evaluate=False) == Gt(1, 2, evaluate=False)
+    assert parse_expr("1 >= 2", evaluate=False) == Ge(1, 2, evaluate=False)
+    assert parse_expr("1 != 2", evaluate=False) == Ne(1, 2, evaluate=False)
+    assert parse_expr("1 == 2", evaluate=False) == Eq(1, 2, evaluate=False)
+    assert parse_expr("1 < 2 < 3", evaluate=False) == And(Lt(1, 2, evaluate=False), Lt(2, 3, evaluate=False), evaluate=False)
+    assert parse_expr("1 <= 2 <= 3", evaluate=False) == And(Le(1, 2, evaluate=False), Le(2, 3, evaluate=False), evaluate=False)
+    assert parse_expr("1 < 2 <= 3 < 4", evaluate=False) == \
+        And(Lt(1, 2, evaluate=False), Le(2, 3, evaluate=False), Lt(3, 4, evaluate=False), evaluate=False)
+    # Valid Python relational operators that SymPy does not decide how to handle them yet
+    raises(ValueError, lambda: parse_expr("1 in 2", evaluate=False))
+    raises(ValueError, lambda: parse_expr("1 is 2", evaluate=False))
+    raises(ValueError, lambda: parse_expr("1 not in 2", evaluate=False))
+    raises(ValueError, lambda: parse_expr("1 is not 2", evaluate=False))
+
+def test_split_symbols_numeric():
+    transformations = (
+        standard_transformations +
+        (implicit_multiplication_application,))
+
+    n = Symbol('n')
+    expr1 = parse_expr('2**n * 3**n')
+    expr2 = parse_expr('2**n3**n', transformations=transformations)
+    assert expr1 == expr2 == 2**n*3**n
+
+    expr1 = parse_expr('n12n34', transformations=transformations)
+    assert expr1 == n*12*n*34
+
+
+def test_unicode_names():
+    assert parse_expr('α') == Symbol('α')
+
+
+def test_python3_features():
+    assert parse_expr("123_456") == 123456
+    assert parse_expr("1.2[3_4]") == parse_expr("1.2[34]") == Rational(611, 495)
+    assert parse_expr("1.2[012_012]") == parse_expr("1.2[012012]") == Rational(400, 333)
+    assert parse_expr('.[3_4]') == parse_expr('.[34]') == Rational(34, 99)
+    assert parse_expr('.1[3_4]') == parse_expr('.1[34]') == Rational(133, 990)
+    assert parse_expr('123_123.123_123[3_4]') == parse_expr('123123.123123[34]') == Rational(12189189189211, 99000000)
+
+
+def test_issue_19501():
+    x = Symbol('x')
+    eq = parse_expr('E**x(1+x)', local_dict={'x': x}, transformations=(
+        standard_transformations +
+        (implicit_multiplication_application,)))
+    assert eq.free_symbols == {x}
+
+
+def test_parsing_definitions():
+    from sympy.abc import x
+    assert len(_transformation) == 12  # if this changes, extend below
+    assert _transformation[0] == lambda_notation
+    assert _transformation[1] == auto_symbol
+    assert _transformation[2] == repeated_decimals
+    assert _transformation[3] == auto_number
+    assert _transformation[4] == factorial_notation
+    assert _transformation[5] == implicit_multiplication_application
+    assert _transformation[6] == convert_xor
+    assert _transformation[7] == implicit_application
+    assert _transformation[8] == implicit_multiplication
+    assert _transformation[9] == convert_equals_signs
+    assert _transformation[10] == function_exponentiation
+    assert _transformation[11] == rationalize
+    assert T[:5] == T[0,1,2,3,4] == standard_transformations
+    t = _transformation
+    assert T[-1, 0] == (t[len(t) - 1], t[0])
+    assert T[:5, 8] == standard_transformations + (t[8],)
+    assert parse_expr('0.3x^2', transformations='all') == 3*x**2/10
+    assert parse_expr('sin 3x', transformations='implicit') == sin(3*x)
+
+
+def test_builtins():
+    cases = [
+        ('abs(x)', 'Abs(x)'),
+        ('max(x, y)', 'Max(x, y)'),
+        ('min(x, y)', 'Min(x, y)'),
+        ('pow(x, y)', 'Pow(x, y)'),
+    ]
+    for built_in_func_call, sympy_func_call in cases:
+        assert parse_expr(built_in_func_call) == parse_expr(sympy_func_call)
+    assert str(parse_expr('pow(38, -1, 97)')) == '23'
+
+
+def test_issue_22822():
+    raises(ValueError, lambda: parse_expr('x', {'': 1}))
+    data = {'some_parameter': None}
+    assert parse_expr('some_parameter is None', data) is True

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/__init__.py

@@ -0,0 +1,12 @@
+"""
+A module that helps solving problems in physics.
+"""
+
+from . import units
+from .matrices import mgamma, msigma, minkowski_tensor, mdft
+
+__all__ = [
+    'units',
+
+    'mgamma', 'msigma', 'minkowski_tensor', 'mdft',
+]

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/__init__.py

@@ -0,0 +1,53 @@
+"""Biomechanics extension for SymPy.
+
+Includes biomechanics-related constructs which allows users to extend multibody
+models created using `sympy.physics.mechanics` into biomechanical or
+musculoskeletal models involding musculotendons and activation dynamics.
+
+"""
+
+from .activation import (
+   ActivationBase,
+   FirstOrderActivationDeGroote2016,
+   ZerothOrderActivation,
+)
+from .curve import (
+   CharacteristicCurveCollection,
+   CharacteristicCurveFunction,
+   FiberForceLengthActiveDeGroote2016,
+   FiberForceLengthPassiveDeGroote2016,
+   FiberForceLengthPassiveInverseDeGroote2016,
+   FiberForceVelocityDeGroote2016,
+   FiberForceVelocityInverseDeGroote2016,
+   TendonForceLengthDeGroote2016,
+   TendonForceLengthInverseDeGroote2016,
+)
+from .musculotendon import (
+   MusculotendonBase,
+   MusculotendonDeGroote2016,
+   MusculotendonFormulation,
+)
+
+
+__all__ = [
+   # Musculotendon characteristic curve functions
+   'CharacteristicCurveCollection',
+   'CharacteristicCurveFunction',
+   'FiberForceLengthActiveDeGroote2016',
+   'FiberForceLengthPassiveDeGroote2016',
+   'FiberForceLengthPassiveInverseDeGroote2016',
+   'FiberForceVelocityDeGroote2016',
+   'FiberForceVelocityInverseDeGroote2016',
+   'TendonForceLengthDeGroote2016',
+   'TendonForceLengthInverseDeGroote2016',
+
+   # Activation dynamics classes
+   'ActivationBase',
+   'FirstOrderActivationDeGroote2016',
+   'ZerothOrderActivation',
+
+   # Musculotendon classes
+   'MusculotendonBase',
+   'MusculotendonDeGroote2016',
+   'MusculotendonFormulation',
+]

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/_mixin.py

@@ -0,0 +1,53 @@
+"""Mixin classes for sharing functionality between unrelated classes.
+
+This module is named with a leading underscore to signify to users that it's
+"private" and only intended for internal use by the biomechanics module.
+
+"""
+
+
+__all__ = ['_NamedMixin']
+
+
+class _NamedMixin:
+    """Mixin class for adding `name` properties.
+
+    Valid names, as will typically be used by subclasses as a suffix when
+    naming automatically-instantiated symbol attributes, must be nonzero length
+    strings.
+
+    Attributes
+    ==========
+
+    name : str
+        The name identifier associated with the instance. Must be a string of
+        length at least 1.
+
+    """
+
+    @property
+    def name(self) -> str:
+        """The name associated with the class instance."""
+        return self._name
+
+    @name.setter
+    def name(self, name: str) -> None:
+        if hasattr(self, '_name'):
+            msg = (
+                f'Can\'t set attribute `name` to {repr(name)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        if not isinstance(name, str):
+            msg = (
+                f'Name {repr(name)} passed to `name` was of type '
+                f'{type(name)}, must be {str}.'
+            )
+            raise TypeError(msg)
+        if name in {''}:
+            msg = (
+                f'Name {repr(name)} is invalid, must be a nonzero length '
+                f'{type(str)}.'
+            )
+            raise ValueError(msg)
+        self._name = name

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/activation.py

@@ -0,0 +1,869 @@
+r"""Activation dynamics for musclotendon models.
+
+Musculotendon models are able to produce active force when they are activated,
+which is when a chemical process has taken place within the muscle fibers
+causing them to voluntarily contract. Biologically this chemical process (the
+diffusion of :math:`\textrm{Ca}^{2+}` ions) is not the input in the system,
+electrical signals from the nervous system are. These are termed excitations.
+Activation dynamics, which relates the normalized excitation level to the
+normalized activation level, can be modeled by the models present in this
+module.
+
+"""
+
+from abc import ABC, abstractmethod
+from functools import cached_property
+
+from sympy.core.symbol import Symbol
+from sympy.core.numbers import Float, Integer, Rational
+from sympy.functions.elementary.hyperbolic import tanh
+from sympy.matrices.dense import MutableDenseMatrix as Matrix, zeros
+from sympy.physics.biomechanics._mixin import _NamedMixin
+from sympy.physics.mechanics import dynamicsymbols
+
+
+__all__ = [
+    'ActivationBase',
+    'FirstOrderActivationDeGroote2016',
+    'ZerothOrderActivation',
+]
+
+
+class ActivationBase(ABC, _NamedMixin):
+    """Abstract base class for all activation dynamics classes to inherit from.
+
+    Notes
+    =====
+
+    Instances of this class cannot be directly instantiated by users. However,
+    it can be used to created custom activation dynamics types through
+    subclassing.
+
+    """
+
+    def __init__(self, name):
+        """Initializer for ``ActivationBase``."""
+        self.name = str(name)
+
+        # Symbols
+        self._e = dynamicsymbols(f"e_{name}")
+        self._a = dynamicsymbols(f"a_{name}")
+
+    @classmethod
+    @abstractmethod
+    def with_defaults(cls, name):
+        """Alternate constructor that provides recommended defaults for
+        constants."""
+        pass
+
+    @property
+    def excitation(self):
+        """Dynamic symbol representing excitation.
+
+        Explanation
+        ===========
+
+        The alias ``e`` can also be used to access the same attribute.
+
+        """
+        return self._e
+
+    @property
+    def e(self):
+        """Dynamic symbol representing excitation.
+
+        Explanation
+        ===========
+
+        The alias ``excitation`` can also be used to access the same attribute.
+
+        """
+        return self._e
+
+    @property
+    def activation(self):
+        """Dynamic symbol representing activation.
+
+        Explanation
+        ===========
+
+        The alias ``a`` can also be used to access the same attribute.
+
+        """
+        return self._a
+
+    @property
+    def a(self):
+        """Dynamic symbol representing activation.
+
+        Explanation
+        ===========
+
+        The alias ``activation`` can also be used to access the same attribute.
+
+        """
+        return self._a
+
+    @property
+    @abstractmethod
+    def order(self):
+        """Order of the (differential) equation governing activation."""
+        pass
+
+    @property
+    @abstractmethod
+    def state_vars(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``x`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def x(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``state_vars`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def input_vars(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``r`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def r(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``input_vars`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def constants(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        Explanation
+        ===========
+
+        The alias ``p`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def p(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        Explanation
+        ===========
+
+        The alias ``constants`` can also be used to access the same attribute.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def M(self):
+        """Ordered square matrix of coefficients on the LHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The square matrix that forms part of the LHS of the linear system of
+        ordinary differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        pass
+
+    @property
+    @abstractmethod
+    def F(self):
+        """Ordered column matrix of equations on the RHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The column matrix that forms the RHS of the linear system of ordinary
+        differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        pass
+
+    @abstractmethod
+    def rhs(self):
+        """
+
+        Explanation
+        ===========
+
+        The solution to the linear system of ordinary differential equations
+        governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        pass
+
+    def __eq__(self, other):
+        """Equality check for activation dynamics."""
+        if type(self) != type(other):
+            return False
+        if self.name != other.name:
+            return False
+        return True
+
+    def __repr__(self):
+        """Default representation of activation dynamics."""
+        return f'{self.__class__.__name__}({self.name!r})'
+
+
+class ZerothOrderActivation(ActivationBase):
+    """Simple zeroth-order activation dynamics mapping excitation to
+    activation.
+
+    Explanation
+    ===========
+
+    Zeroth-order activation dynamics are useful in instances where you want to
+    reduce the complexity of your musculotendon dynamics as they simple map
+    exictation to activation. As a result, no additional state equations are
+    introduced to your system. They also remove a potential source of delay
+    between the input and dynamics of your system as no (ordinary) differential
+    equations are involved.
+
+    """
+
+    def __init__(self, name):
+        """Initializer for ``ZerothOrderActivation``.
+
+        Parameters
+        ==========
+
+        name : str
+            The name identifier associated with the instance. Must be a string
+            of length at least 1.
+
+        """
+        super().__init__(name)
+
+        # Zeroth-order activation dynamics has activation equal excitation so
+        # overwrite the symbol for activation with the excitation symbol.
+        self._a = self._e
+
+    @classmethod
+    def with_defaults(cls, name):
+        """Alternate constructor that provides recommended defaults for
+        constants.
+
+        Explanation
+        ===========
+
+        As this concrete class doesn't implement any constants associated with
+        its dynamics, this ``classmethod`` simply creates a standard instance
+        of ``ZerothOrderActivation``. An implementation is provided to ensure
+        a consistent interface between all ``ActivationBase`` concrete classes.
+
+        """
+        return cls(name)
+
+    @property
+    def order(self):
+        """Order of the (differential) equation governing activation."""
+        return 0
+
+    @property
+    def state_vars(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        As zeroth-order activation dynamics simply maps excitation to
+        activation, this class has no associated state variables and so this
+        property return an empty column ``Matrix`` with shape (0, 1).
+
+        The alias ``x`` can also be used to access the same attribute.
+
+        """
+        return zeros(0, 1)
+
+    @property
+    def x(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        As zeroth-order activation dynamics simply maps excitation to
+        activation, this class has no associated state variables and so this
+        property return an empty column ``Matrix`` with shape (0, 1).
+
+        The alias ``state_vars`` can also be used to access the same attribute.
+
+        """
+        return zeros(0, 1)
+
+    @property
+    def input_vars(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        Excitation is the only input in zeroth-order activation dynamics and so
+        this property returns a column ``Matrix`` with one entry, ``e``, and
+        shape (1, 1).
+
+        The alias ``r`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._e])
+
+    @property
+    def r(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        Excitation is the only input in zeroth-order activation dynamics and so
+        this property returns a column ``Matrix`` with one entry, ``e``, and
+        shape (1, 1).
+
+        The alias ``input_vars`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._e])
+
+    @property
+    def constants(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        Explanation
+        ===========
+
+        As zeroth-order activation dynamics simply maps excitation to
+        activation, this class has no associated constants and so this property
+        return an empty column ``Matrix`` with shape (0, 1).
+
+        The alias ``p`` can also be used to access the same attribute.
+
+        """
+        return zeros(0, 1)
+
+    @property
+    def p(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        Explanation
+        ===========
+
+        As zeroth-order activation dynamics simply maps excitation to
+        activation, this class has no associated constants and so this property
+        return an empty column ``Matrix`` with shape (0, 1).
+
+        The alias ``constants`` can also be used to access the same attribute.
+
+        """
+        return zeros(0, 1)
+
+    @property
+    def M(self):
+        """Ordered square matrix of coefficients on the LHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The square matrix that forms part of the LHS of the linear system of
+        ordinary differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear system has dimension 0 and therefore ``M`` is an empty square
+        ``Matrix`` with shape (0, 0).
+
+        """
+        return Matrix([])
+
+    @property
+    def F(self):
+        """Ordered column matrix of equations on the RHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The column matrix that forms the RHS of the linear system of ordinary
+        differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear system has dimension 0 and therefore ``F`` is an empty column
+        ``Matrix`` with shape (0, 1).
+
+        """
+        return zeros(0, 1)
+
+    def rhs(self):
+        """Ordered column matrix of equations for the solution of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The solution to the linear system of ordinary differential equations
+        governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear has dimension 0 and therefore this method returns an empty
+        column ``Matrix`` with shape (0, 1).
+
+        """
+        return zeros(0, 1)
+
+
+class FirstOrderActivationDeGroote2016(ActivationBase):
+    r"""First-order activation dynamics based on De Groote et al., 2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the first-order activation dynamics equation for the rate of change
+    of activation with respect to time as a function of excitation and
+    activation.
+
+    The function is defined by the equation:
+
+    .. math::
+
+        \frac{da}{dt} = \left(\frac{\frac{1}{2} + a0}{\tau_a \left(\frac{1}{2}
+            + \frac{3a}{2}\right)} + \frac{\left(\frac{1}{2}
+            + \frac{3a}{2}\right) \left(\frac{1}{2} - a0\right)}{\tau_d}\right)
+            \left(e - a\right)
+
+    where
+
+    .. math::
+
+        a0 = \frac{\tanh{\left(b \left(e - a\right) \right)}}{2}
+
+    with constant values of :math:`tau_a = 0.015`, :math:`tau_d = 0.060`, and
+    :math:`b = 10`.
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    def __init__(self,
+        name,
+        activation_time_constant=None,
+        deactivation_time_constant=None,
+        smoothing_rate=None,
+    ):
+        """Initializer for ``FirstOrderActivationDeGroote2016``.
+
+        Parameters
+        ==========
+        activation time constant : Symbol | Number | None
+            The value of the activation time constant governing the delay
+            between excitation and activation when excitation exceeds
+            activation.
+        deactivation time constant : Symbol | Number | None
+            The value of the deactivation time constant governing the delay
+            between excitation and activation when activation exceeds
+            excitation.
+        smoothing_rate : Symbol | Number | None
+            The slope of the hyperbolic tangent function used to smooth between
+            the switching of the equations where excitation exceed activation
+            and where activation exceeds excitation. The recommended value to
+            use is ``10``, but values between ``0.1`` and ``100`` can be used.
+
+        """
+        super().__init__(name)
+
+        # Symbols
+        self.activation_time_constant = activation_time_constant
+        self.deactivation_time_constant = deactivation_time_constant
+        self.smoothing_rate = smoothing_rate
+
+    @classmethod
+    def with_defaults(cls, name):
+        r"""Alternate constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns an instance of ``FirstOrderActivationDeGroote2016`` using the
+        three constant values specified in the original publication.
+
+        These have the values:
+
+        :math:`tau_a = 0.015`
+        :math:`tau_d = 0.060`
+        :math:`b = 10`
+
+        """
+        tau_a = Float('0.015')
+        tau_d = Float('0.060')
+        b = Float('10.0')
+        return cls(name, tau_a, tau_d, b)
+
+    @property
+    def activation_time_constant(self):
+        """Delay constant for activation.
+
+        Explanation
+        ===========
+
+        The alias ```tau_a`` can also be used to access the same attribute.
+
+        """
+        return self._tau_a
+
+    @activation_time_constant.setter
+    def activation_time_constant(self, tau_a):
+        if hasattr(self, '_tau_a'):
+            msg = (
+                f'Can\'t set attribute `activation_time_constant` to '
+                f'{repr(tau_a)} as it is immutable and already has value '
+                f'{self._tau_a}.'
+            )
+            raise AttributeError(msg)
+        self._tau_a = Symbol(f'tau_a_{self.name}') if tau_a is None else tau_a
+
+    @property
+    def tau_a(self):
+        """Delay constant for activation.
+
+        Explanation
+        ===========
+
+        The alias ``activation_time_constant`` can also be used to access the
+        same attribute.
+
+        """
+        return self._tau_a
+
+    @property
+    def deactivation_time_constant(self):
+        """Delay constant for deactivation.
+
+        Explanation
+        ===========
+
+        The alias ``tau_d`` can also be used to access the same attribute.
+
+        """
+        return self._tau_d
+
+    @deactivation_time_constant.setter
+    def deactivation_time_constant(self, tau_d):
+        if hasattr(self, '_tau_d'):
+            msg = (
+                f'Can\'t set attribute `deactivation_time_constant` to '
+                f'{repr(tau_d)} as it is immutable and already has value '
+                f'{self._tau_d}.'
+            )
+            raise AttributeError(msg)
+        self._tau_d = Symbol(f'tau_d_{self.name}') if tau_d is None else tau_d
+
+    @property
+    def tau_d(self):
+        """Delay constant for deactivation.
+
+        Explanation
+        ===========
+
+        The alias ``deactivation_time_constant`` can also be used to access the
+        same attribute.
+
+        """
+        return self._tau_d
+
+    @property
+    def smoothing_rate(self):
+        """Smoothing constant for the hyperbolic tangent term.
+
+        Explanation
+        ===========
+
+        The alias ``b`` can also be used to access the same attribute.
+
+        """
+        return self._b
+
+    @smoothing_rate.setter
+    def smoothing_rate(self, b):
+        if hasattr(self, '_b'):
+            msg = (
+                f'Can\'t set attribute `smoothing_rate` to {b!r} as it is '
+                f'immutable and already has value {self._b!r}.'
+            )
+            raise AttributeError(msg)
+        self._b = Symbol(f'b_{self.name}') if b is None else b
+
+    @property
+    def b(self):
+        """Smoothing constant for the hyperbolic tangent term.
+
+        Explanation
+        ===========
+
+        The alias ``smoothing_rate`` can also be used to access the same
+        attribute.
+
+        """
+        return self._b
+
+    @property
+    def order(self):
+        """Order of the (differential) equation governing activation."""
+        return 1
+
+    @property
+    def state_vars(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``x`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._a])
+
+    @property
+    def x(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``state_vars`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._a])
+
+    @property
+    def input_vars(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``r`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._e])
+
+    @property
+    def r(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``input_vars`` can also be used to access the same attribute.
+
+        """
+        return Matrix([self._e])
+
+    @property
+    def constants(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        Explanation
+        ===========
+
+        The alias ``p`` can also be used to access the same attribute.
+
+        """
+        constants = [self._tau_a, self._tau_d, self._b]
+        symbolic_constants = [c for c in constants if not c.is_number]
+        return Matrix(symbolic_constants) if symbolic_constants else zeros(0, 1)
+
+    @property
+    def p(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Explanation
+        ===========
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        The alias ``constants`` can also be used to access the same attribute.
+
+        """
+        constants = [self._tau_a, self._tau_d, self._b]
+        symbolic_constants = [c for c in constants if not c.is_number]
+        return Matrix(symbolic_constants) if symbolic_constants else zeros(0, 1)
+
+    @property
+    def M(self):
+        """Ordered square matrix of coefficients on the LHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The square matrix that forms part of the LHS of the linear system of
+        ordinary differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        return Matrix([Integer(1)])
+
+    @property
+    def F(self):
+        """Ordered column matrix of equations on the RHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The column matrix that forms the RHS of the linear system of ordinary
+        differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        return Matrix([self._da_eqn])
+
+    def rhs(self):
+        """Ordered column matrix of equations for the solution of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The solution to the linear system of ordinary differential equations
+        governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        """
+        return Matrix([self._da_eqn])
+
+    @cached_property
+    def _da_eqn(self):
+        HALF = Rational(1, 2)
+        a0 = HALF * tanh(self._b * (self._e - self._a))
+        a1 = (HALF + Rational(3, 2) * self._a)
+        a2 = (HALF + a0) / (self._tau_a * a1)
+        a3 = a1 * (HALF - a0) / self._tau_d
+        activation_dynamics_equation = (a2 + a3) * (self._e - self._a)
+        return activation_dynamics_equation
+
+    def __eq__(self, other):
+        """Equality check for ``FirstOrderActivationDeGroote2016``."""
+        if type(self) != type(other):
+            return False
+        self_attrs = (self.name, self.tau_a, self.tau_d, self.b)
+        other_attrs = (other.name, other.tau_a, other.tau_d, other.b)
+        if self_attrs == other_attrs:
+            return True
+        return False
+
+    def __repr__(self):
+        """Representation of ``FirstOrderActivationDeGroote2016``."""
+        return (
+            f'{self.__class__.__name__}({self.name!r}, '
+            f'activation_time_constant={self.tau_a!r}, '
+            f'deactivation_time_constant={self.tau_d!r}, '
+            f'smoothing_rate={self.b!r})'
+        )

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/curve.py

@@ -0,0 +1,1763 @@
+"""Implementations of characteristic curves for musculotendon models."""
+
+from dataclasses import dataclass
+
+from sympy.core.expr import UnevaluatedExpr
+from sympy.core.function import ArgumentIndexError, Function
+from sympy.core.numbers import Float, Integer
+from sympy.functions.elementary.exponential import exp, log
+from sympy.functions.elementary.hyperbolic import cosh, sinh
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.printing.precedence import PRECEDENCE
+
+
+__all__ = [
+    'CharacteristicCurveCollection',
+    'CharacteristicCurveFunction',
+    'FiberForceLengthActiveDeGroote2016',
+    'FiberForceLengthPassiveDeGroote2016',
+    'FiberForceLengthPassiveInverseDeGroote2016',
+    'FiberForceVelocityDeGroote2016',
+    'FiberForceVelocityInverseDeGroote2016',
+    'TendonForceLengthDeGroote2016',
+    'TendonForceLengthInverseDeGroote2016',
+]
+
+
+class CharacteristicCurveFunction(Function):
+    """Base class for all musculotendon characteristic curve functions."""
+
+    @classmethod
+    def eval(cls):
+        msg = (
+            f'Cannot directly instantiate {cls.__name__!r}, instances of '
+            f'characteristic curves must be of a concrete subclass.'
+
+        )
+        raise TypeError(msg)
+
+    def _print_code(self, printer):
+        """Print code for the function defining the curve using a printer.
+
+        Explanation
+        ===========
+
+        The order of operations may need to be controlled as constant folding
+        the numeric terms within the equations of a musculotendon
+        characteristic curve can sometimes results in a numerically-unstable
+        expression.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print a string representation of the
+            characteristic curve as valid code in the target language.
+
+        """
+        return printer._print(printer.parenthesize(
+            self.doit(deep=False, evaluate=False), PRECEDENCE['Atom'],
+        ))
+
+    _ccode = _print_code
+    _cupycode = _print_code
+    _cxxcode = _print_code
+    _fcode = _print_code
+    _jaxcode = _print_code
+    _lambdacode = _print_code
+    _mpmathcode = _print_code
+    _octave = _print_code
+    _pythoncode = _print_code
+    _numpycode = _print_code
+    _scipycode = _print_code
+
+
+class TendonForceLengthDeGroote2016(CharacteristicCurveFunction):
+    r"""Tendon force-length curve based on De Groote et al., 2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the normalized tendon force produced as a function of normalized
+    tendon length.
+
+    The function is defined by the equation:
+
+    $fl^T = c_0 \exp{c_3 \left( \tilde{l}^T - c_1 \right)} - c_2$
+
+    with constant values of $c_0 = 0.2$, $c_1 = 0.995$, $c_2 = 0.25$, and
+    $c_3 = 33.93669377311689$.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces no
+    force when the tendon is in an unstrained state. It also produces a force
+    of 1 normalized unit when the tendon is under a 5% strain.
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`TendonForceLengthDeGroote2016` is using
+    the :meth:`~.with_defaults` constructor because this will automatically
+    populate the constants within the characteristic curve equation with the
+    floating point values from the original publication. This constructor takes
+    a single argument corresponding to normalized tendon length. We'll create a
+    :class:`~.Symbol` called ``l_T_tilde`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import TendonForceLengthDeGroote2016
+    >>> l_T_tilde = Symbol('l_T_tilde')
+    >>> fl_T = TendonForceLengthDeGroote2016.with_defaults(l_T_tilde)
+    >>> fl_T
+    TendonForceLengthDeGroote2016(l_T_tilde, 0.2, 0.995, 0.25,
+    33.93669377311689)
+
+    It's also possible to populate the four constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1, c2, c3 = symbols('c0 c1 c2 c3')
+    >>> fl_T = TendonForceLengthDeGroote2016(l_T_tilde, c0, c1, c2, c3)
+    >>> fl_T
+    TendonForceLengthDeGroote2016(l_T_tilde, c0, c1, c2, c3)
+
+    You don't just have to use symbols as the arguments, it's also possible to
+    use expressions. Let's create a new pair of symbols, ``l_T`` and
+    ``l_T_slack``, representing tendon length and tendon slack length
+    respectively. We can then represent ``l_T_tilde`` as an expression, the
+    ratio of these.
+
+    >>> l_T, l_T_slack = symbols('l_T l_T_slack')
+    >>> l_T_tilde = l_T/l_T_slack
+    >>> fl_T = TendonForceLengthDeGroote2016.with_defaults(l_T_tilde)
+    >>> fl_T
+    TendonForceLengthDeGroote2016(l_T/l_T_slack, 0.2, 0.995, 0.25,
+    33.93669377311689)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> fl_T.doit(evaluate=False)
+    -0.25 + 0.2*exp(33.93669377311689*(l_T/l_T_slack - 0.995))
+
+    The function can also be differentiated. We'll differentiate with respect
+    to l_T using the ``diff`` method on an instance with the single positional
+    argument ``l_T``.
+
+    >>> fl_T.diff(l_T)
+    6.787338754623378*exp(33.93669377311689*(l_T/l_T_slack - 0.995))/l_T_slack
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, l_T_tilde):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the tendon force-length function using the
+        four constant values specified in the original publication.
+
+        These have the values:
+
+        $c_0 = 0.2$
+        $c_1 = 0.995$
+        $c_2 = 0.25$
+        $c_3 = 33.93669377311689$
+
+        Parameters
+        ==========
+
+        l_T_tilde : Any (sympifiable)
+            Normalized tendon length.
+
+        """
+        c0 = Float('0.2')
+        c1 = Float('0.995')
+        c2 = Float('0.25')
+        c3 = Float('33.93669377311689')
+        return cls(l_T_tilde, c0, c1, c2, c3)
+
+    @classmethod
+    def eval(cls, l_T_tilde, c0, c1, c2, c3):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        l_T_tilde : Any (sympifiable)
+            Normalized tendon length.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``0.2``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``0.995``.
+        c2 : Any (sympifiable)
+            The third constant in the characteristic equation. The published
+            value is ``0.25``.
+        c3 : Any (sympifiable)
+            The fourth constant in the characteristic equation. The published
+            value is ``33.93669377311689``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``l_T_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        l_T_tilde, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            l_T_tilde = l_T_tilde.doit(deep=deep, **hints)
+            c0, c1, c2, c3 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1, c2, c3 = constants
+
+        if evaluate:
+            return c0*exp(c3*(l_T_tilde - c1)) - c2
+
+        return c0*exp(c3*UnevaluatedExpr(l_T_tilde - c1)) - c2
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        l_T_tilde, c0, c1, c2, c3 = self.args
+        if argindex == 1:
+            return c0*c3*exp(c3*UnevaluatedExpr(l_T_tilde - c1))
+        elif argindex == 2:
+            return exp(c3*UnevaluatedExpr(l_T_tilde - c1))
+        elif argindex == 3:
+            return -c0*c3*exp(c3*UnevaluatedExpr(l_T_tilde - c1))
+        elif argindex == 4:
+            return Integer(-1)
+        elif argindex == 5:
+            return c0*(l_T_tilde - c1)*exp(c3*UnevaluatedExpr(l_T_tilde - c1))
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return TendonForceLengthInverseDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        l_T_tilde = self.args[0]
+        _l_T_tilde = printer._print(l_T_tilde)
+        return r'\operatorname{fl}^T \left( %s \right)' % _l_T_tilde
+
+
+class TendonForceLengthInverseDeGroote2016(CharacteristicCurveFunction):
+    r"""Inverse tendon force-length curve based on De Groote et al., 2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the normalized tendon length that produces a specific normalized
+    tendon force.
+
+    The function is defined by the equation:
+
+    ${fl^T}^{-1} = frac{\log{\frac{fl^T + c_2}{c_0}}}{c_3} + c_1$
+
+    with constant values of $c_0 = 0.2$, $c_1 = 0.995$, $c_2 = 0.25$, and
+    $c_3 = 33.93669377311689$. This function is the exact analytical inverse
+    of the related tendon force-length curve ``TendonForceLengthDeGroote2016``.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces no
+    force when the tendon is in an unstrained state. It also produces a force
+    of 1 normalized unit when the tendon is under a 5% strain.
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`TendonForceLengthInverseDeGroote2016` is
+    using the :meth:`~.with_defaults` constructor because this will automatically
+    populate the constants within the characteristic curve equation with the
+    floating point values from the original publication. This constructor takes
+    a single argument corresponding to normalized tendon force-length, which is
+    equal to the tendon force. We'll create a :class:`~.Symbol` called ``fl_T`` to
+    represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import TendonForceLengthInverseDeGroote2016
+    >>> fl_T = Symbol('fl_T')
+    >>> l_T_tilde = TendonForceLengthInverseDeGroote2016.with_defaults(fl_T)
+    >>> l_T_tilde
+    TendonForceLengthInverseDeGroote2016(fl_T, 0.2, 0.995, 0.25,
+    33.93669377311689)
+
+    It's also possible to populate the four constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1, c2, c3 = symbols('c0 c1 c2 c3')
+    >>> l_T_tilde = TendonForceLengthInverseDeGroote2016(fl_T, c0, c1, c2, c3)
+    >>> l_T_tilde
+    TendonForceLengthInverseDeGroote2016(fl_T, c0, c1, c2, c3)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> l_T_tilde.doit(evaluate=False)
+    c1 + log((c2 + fl_T)/c0)/c3
+
+    The function can also be differentiated. We'll differentiate with respect
+    to l_T using the ``diff`` method on an instance with the single positional
+    argument ``l_T``.
+
+    >>> l_T_tilde.diff(fl_T)
+    1/(c3*(c2 + fl_T))
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, fl_T):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the inverse tendon force-length function
+        using the four constant values specified in the original publication.
+
+        These have the values:
+
+        $c_0 = 0.2$
+        $c_1 = 0.995$
+        $c_2 = 0.25$
+        $c_3 = 33.93669377311689$
+
+        Parameters
+        ==========
+
+        fl_T : Any (sympifiable)
+            Normalized tendon force as a function of tendon length.
+
+        """
+        c0 = Float('0.2')
+        c1 = Float('0.995')
+        c2 = Float('0.25')
+        c3 = Float('33.93669377311689')
+        return cls(fl_T, c0, c1, c2, c3)
+
+    @classmethod
+    def eval(cls, fl_T, c0, c1, c2, c3):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        fl_T : Any (sympifiable)
+            Normalized tendon force as a function of tendon length.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``0.2``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``0.995``.
+        c2 : Any (sympifiable)
+            The third constant in the characteristic equation. The published
+            value is ``0.25``.
+        c3 : Any (sympifiable)
+            The fourth constant in the characteristic equation. The published
+            value is ``33.93669377311689``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``l_T_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        fl_T, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            fl_T = fl_T.doit(deep=deep, **hints)
+            c0, c1, c2, c3 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1, c2, c3 = constants
+
+        if evaluate:
+            return log((fl_T + c2)/c0)/c3 + c1
+
+        return log(UnevaluatedExpr((fl_T + c2)/c0))/c3 + c1
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        fl_T, c0, c1, c2, c3 = self.args
+        if argindex == 1:
+            return 1/(c3*(fl_T + c2))
+        elif argindex == 2:
+            return -1/(c0*c3)
+        elif argindex == 3:
+            return Integer(1)
+        elif argindex == 4:
+            return 1/(c3*(fl_T + c2))
+        elif argindex == 5:
+            return -log(UnevaluatedExpr((fl_T + c2)/c0))/c3**2
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return TendonForceLengthDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        fl_T = self.args[0]
+        _fl_T = printer._print(fl_T)
+        return r'\left( \operatorname{fl}^T \right)^{-1} \left( %s \right)' % _fl_T
+
+
+class FiberForceLengthPassiveDeGroote2016(CharacteristicCurveFunction):
+    r"""Passive muscle fiber force-length curve based on De Groote et al., 2016
+    [1]_.
+
+    Explanation
+    ===========
+
+    The function is defined by the equation:
+
+    $fl^M_{pas} = \frac{\frac{\exp{c_1 \left(\tilde{l^M} - 1\right)}}{c_0} - 1}{\exp{c_1} - 1}$
+
+    with constant values of $c_0 = 0.6$ and $c_1 = 4.0$.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces a
+    passive fiber force very close to 0 for all normalized fiber lengths
+    between 0 and 1.
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`FiberForceLengthPassiveDeGroote2016` is
+    using the :meth:`~.with_defaults` constructor because this will automatically
+    populate the constants within the characteristic curve equation with the
+    floating point values from the original publication. This constructor takes
+    a single argument corresponding to normalized muscle fiber length. We'll
+    create a :class:`~.Symbol` called ``l_M_tilde`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import FiberForceLengthPassiveDeGroote2016
+    >>> l_M_tilde = Symbol('l_M_tilde')
+    >>> fl_M = FiberForceLengthPassiveDeGroote2016.with_defaults(l_M_tilde)
+    >>> fl_M
+    FiberForceLengthPassiveDeGroote2016(l_M_tilde, 0.6, 4.0)
+
+    It's also possible to populate the two constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1 = symbols('c0 c1')
+    >>> fl_M = FiberForceLengthPassiveDeGroote2016(l_M_tilde, c0, c1)
+    >>> fl_M
+    FiberForceLengthPassiveDeGroote2016(l_M_tilde, c0, c1)
+
+    You don't just have to use symbols as the arguments, it's also possible to
+    use expressions. Let's create a new pair of symbols, ``l_M`` and
+    ``l_M_opt``, representing muscle fiber length and optimal muscle fiber
+    length respectively. We can then represent ``l_M_tilde`` as an expression,
+    the ratio of these.
+
+    >>> l_M, l_M_opt = symbols('l_M l_M_opt')
+    >>> l_M_tilde = l_M/l_M_opt
+    >>> fl_M = FiberForceLengthPassiveDeGroote2016.with_defaults(l_M_tilde)
+    >>> fl_M
+    FiberForceLengthPassiveDeGroote2016(l_M/l_M_opt, 0.6, 4.0)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> fl_M.doit(evaluate=False)
+    0.0186573603637741*(-1 + exp(6.66666666666667*(l_M/l_M_opt - 1)))
+
+    The function can also be differentiated. We'll differentiate with respect
+    to l_M using the ``diff`` method on an instance with the single positional
+    argument ``l_M``.
+
+    >>> fl_M.diff(l_M)
+    0.12438240242516*exp(6.66666666666667*(l_M/l_M_opt - 1))/l_M_opt
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, l_M_tilde):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the muscle fiber passive force-length
+        function using the four constant values specified in the original
+        publication.
+
+        These have the values:
+
+        $c_0 = 0.6$
+        $c_1 = 4.0$
+
+        Parameters
+        ==========
+
+        l_M_tilde : Any (sympifiable)
+            Normalized muscle fiber length.
+
+        """
+        c0 = Float('0.6')
+        c1 = Float('4.0')
+        return cls(l_M_tilde, c0, c1)
+
+    @classmethod
+    def eval(cls, l_M_tilde, c0, c1):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        l_M_tilde : Any (sympifiable)
+            Normalized muscle fiber length.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``0.6``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``4.0``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``l_T_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        l_M_tilde, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            l_M_tilde = l_M_tilde.doit(deep=deep, **hints)
+            c0, c1 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1 = constants
+
+        if evaluate:
+            return (exp((c1*(l_M_tilde - 1))/c0) - 1)/(exp(c1) - 1)
+
+        return (exp((c1*UnevaluatedExpr(l_M_tilde - 1))/c0) - 1)/(exp(c1) - 1)
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        l_M_tilde, c0, c1 = self.args
+        if argindex == 1:
+            return c1*exp(c1*UnevaluatedExpr(l_M_tilde - 1)/c0)/(c0*(exp(c1) - 1))
+        elif argindex == 2:
+            return (
+                -c1*exp(c1*UnevaluatedExpr(l_M_tilde - 1)/c0)
+                *UnevaluatedExpr(l_M_tilde - 1)/(c0**2*(exp(c1) - 1))
+            )
+        elif argindex == 3:
+            return (
+                -exp(c1)*(-1 + exp(c1*UnevaluatedExpr(l_M_tilde - 1)/c0))/(exp(c1) - 1)**2
+                + exp(c1*UnevaluatedExpr(l_M_tilde - 1)/c0)*(l_M_tilde - 1)/(c0*(exp(c1) - 1))
+            )
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return FiberForceLengthPassiveInverseDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        l_M_tilde = self.args[0]
+        _l_M_tilde = printer._print(l_M_tilde)
+        return r'\operatorname{fl}^M_{pas} \left( %s \right)' % _l_M_tilde
+
+
+class FiberForceLengthPassiveInverseDeGroote2016(CharacteristicCurveFunction):
+    r"""Inverse passive muscle fiber force-length curve based on De Groote et
+    al., 2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the normalized muscle fiber length that produces a specific normalized
+    passive muscle fiber force.
+
+    The function is defined by the equation:
+
+    ${fl^M_{pas}}^{-1} = \frac{c_0 \log{\left(\exp{c_1} - 1\right)fl^M_pas + 1}}{c_1} + 1$
+
+    with constant values of $c_0 = 0.6$ and $c_1 = 4.0$. This function is the
+    exact analytical inverse of the related tendon force-length curve
+    ``FiberForceLengthPassiveDeGroote2016``.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces a
+    passive fiber force very close to 0 for all normalized fiber lengths
+    between 0 and 1.
+
+    Examples
+    ========
+
+    The preferred way to instantiate
+    :class:`FiberForceLengthPassiveInverseDeGroote2016` is using the
+    :meth:`~.with_defaults` constructor because this will automatically populate the
+    constants within the characteristic curve equation with the floating point
+    values from the original publication. This constructor takes a single
+    argument corresponding to the normalized passive muscle fiber length-force
+    component of the muscle fiber force. We'll create a :class:`~.Symbol` called
+    ``fl_M_pas`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import FiberForceLengthPassiveInverseDeGroote2016
+    >>> fl_M_pas = Symbol('fl_M_pas')
+    >>> l_M_tilde = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(fl_M_pas)
+    >>> l_M_tilde
+    FiberForceLengthPassiveInverseDeGroote2016(fl_M_pas, 0.6, 4.0)
+
+    It's also possible to populate the two constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1 = symbols('c0 c1')
+    >>> l_M_tilde = FiberForceLengthPassiveInverseDeGroote2016(fl_M_pas, c0, c1)
+    >>> l_M_tilde
+    FiberForceLengthPassiveInverseDeGroote2016(fl_M_pas, c0, c1)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> l_M_tilde.doit(evaluate=False)
+    c0*log(1 + fl_M_pas*(exp(c1) - 1))/c1 + 1
+
+    The function can also be differentiated. We'll differentiate with respect
+    to fl_M_pas using the ``diff`` method on an instance with the single positional
+    argument ``fl_M_pas``.
+
+    >>> l_M_tilde.diff(fl_M_pas)
+    c0*(exp(c1) - 1)/(c1*(fl_M_pas*(exp(c1) - 1) + 1))
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, fl_M_pas):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the inverse muscle fiber passive force-length
+        function using the four constant values specified in the original
+        publication.
+
+        These have the values:
+
+        $c_0 = 0.6$
+        $c_1 = 4.0$
+
+        Parameters
+        ==========
+
+        fl_M_pas : Any (sympifiable)
+            Normalized passive muscle fiber force as a function of muscle fiber
+            length.
+
+        """
+        c0 = Float('0.6')
+        c1 = Float('4.0')
+        return cls(fl_M_pas, c0, c1)
+
+    @classmethod
+    def eval(cls, fl_M_pas, c0, c1):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        fl_M_pas : Any (sympifiable)
+            Normalized passive muscle fiber force.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``0.6``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``4.0``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``l_T_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        fl_M_pas, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            fl_M_pas = fl_M_pas.doit(deep=deep, **hints)
+            c0, c1 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1 = constants
+
+        if evaluate:
+            return c0*log(fl_M_pas*(exp(c1) - 1) + 1)/c1 + 1
+
+        return c0*log(UnevaluatedExpr(fl_M_pas*(exp(c1) - 1)) + 1)/c1 + 1
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        fl_M_pas, c0, c1 = self.args
+        if argindex == 1:
+            return c0*(exp(c1) - 1)/(c1*(fl_M_pas*(exp(c1) - 1) + 1))
+        elif argindex == 2:
+            return log(fl_M_pas*(exp(c1) - 1) + 1)/c1
+        elif argindex == 3:
+            return (
+                c0*fl_M_pas*exp(c1)/(c1*(fl_M_pas*(exp(c1) - 1) + 1))
+                - c0*log(fl_M_pas*(exp(c1) - 1) + 1)/c1**2
+            )
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return FiberForceLengthPassiveDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        fl_M_pas = self.args[0]
+        _fl_M_pas = printer._print(fl_M_pas)
+        return r'\left( \operatorname{fl}^M_{pas} \right)^{-1} \left( %s \right)' % _fl_M_pas
+
+
+class FiberForceLengthActiveDeGroote2016(CharacteristicCurveFunction):
+    r"""Active muscle fiber force-length curve based on De Groote et al., 2016
+    [1]_.
+
+    Explanation
+    ===========
+
+    The function is defined by the equation:
+
+    $fl_{\text{act}}^M = c_0 \exp\left(-\frac{1}{2}\left(\frac{\tilde{l}^M - c_1}{c_2 + c_3 \tilde{l}^M}\right)^2\right)
+    + c_4 \exp\left(-\frac{1}{2}\left(\frac{\tilde{l}^M - c_5}{c_6 + c_7 \tilde{l}^M}\right)^2\right)
+    + c_8 \exp\left(-\frac{1}{2}\left(\frac{\tilde{l}^M - c_9}{c_{10} + c_{11} \tilde{l}^M}\right)^2\right)$
+
+    with constant values of $c0 = 0.814$, $c1 = 1.06$, $c2 = 0.162$,
+    $c3 = 0.0633$, $c4 = 0.433$, $c5 = 0.717$, $c6 = -0.0299$, $c7 = 0.2$,
+    $c8 = 0.1$, $c9 = 1.0$, $c10 = 0.354$, and $c11 = 0.0$.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces a
+    active fiber force of 1 at a normalized fiber length of 1, and an active
+    fiber force of 0 at normalized fiber lengths of 0 and 2.
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`FiberForceLengthActiveDeGroote2016` is
+    using the :meth:`~.with_defaults` constructor because this will automatically
+    populate the constants within the characteristic curve equation with the
+    floating point values from the original publication. This constructor takes
+    a single argument corresponding to normalized muscle fiber length. We'll
+    create a :class:`~.Symbol` called ``l_M_tilde`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import FiberForceLengthActiveDeGroote2016
+    >>> l_M_tilde = Symbol('l_M_tilde')
+    >>> fl_M = FiberForceLengthActiveDeGroote2016.with_defaults(l_M_tilde)
+    >>> fl_M
+    FiberForceLengthActiveDeGroote2016(l_M_tilde, 0.814, 1.06, 0.162, 0.0633,
+    0.433, 0.717, -0.0299, 0.2, 0.1, 1.0, 0.354, 0.0)
+
+    It's also possible to populate the two constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1, c2, c3, c4, c5, c6, c7, c8, c9, c10, c11 = symbols('c0:12')
+    >>> fl_M = FiberForceLengthActiveDeGroote2016(l_M_tilde, c0, c1, c2, c3,
+    ...     c4, c5, c6, c7, c8, c9, c10, c11)
+    >>> fl_M
+    FiberForceLengthActiveDeGroote2016(l_M_tilde, c0, c1, c2, c3, c4, c5, c6,
+    c7, c8, c9, c10, c11)
+
+    You don't just have to use symbols as the arguments, it's also possible to
+    use expressions. Let's create a new pair of symbols, ``l_M`` and
+    ``l_M_opt``, representing muscle fiber length and optimal muscle fiber
+    length respectively. We can then represent ``l_M_tilde`` as an expression,
+    the ratio of these.
+
+    >>> l_M, l_M_opt = symbols('l_M l_M_opt')
+    >>> l_M_tilde = l_M/l_M_opt
+    >>> fl_M = FiberForceLengthActiveDeGroote2016.with_defaults(l_M_tilde)
+    >>> fl_M
+    FiberForceLengthActiveDeGroote2016(l_M/l_M_opt, 0.814, 1.06, 0.162, 0.0633,
+    0.433, 0.717, -0.0299, 0.2, 0.1, 1.0, 0.354, 0.0)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> fl_M.doit(evaluate=False)
+    0.814*exp(-(l_M/l_M_opt
+    - 1.06)**2/(2*(0.0633*l_M/l_M_opt + 0.162)**2))
+    + 0.433*exp(-(l_M/l_M_opt - 0.717)**2/(2*(0.2*l_M/l_M_opt - 0.0299)**2))
+    + 0.1*exp(-3.98991349867535*(l_M/l_M_opt - 1.0)**2)
+
+    The function can also be differentiated. We'll differentiate with respect
+    to l_M using the ``diff`` method on an instance with the single positional
+    argument ``l_M``.
+
+    >>> fl_M.diff(l_M)
+    ((-0.79798269973507*l_M/l_M_opt
+    + 0.79798269973507)*exp(-3.98991349867535*(l_M/l_M_opt - 1.0)**2)
+    + (0.433*(-l_M/l_M_opt + 0.717)/(0.2*l_M/l_M_opt - 0.0299)**2
+    + 0.0866*(l_M/l_M_opt - 0.717)**2/(0.2*l_M/l_M_opt
+    - 0.0299)**3)*exp(-(l_M/l_M_opt - 0.717)**2/(2*(0.2*l_M/l_M_opt - 0.0299)**2))
+    + (0.814*(-l_M/l_M_opt + 1.06)/(0.0633*l_M/l_M_opt
+    + 0.162)**2 + 0.0515262*(l_M/l_M_opt
+    - 1.06)**2/(0.0633*l_M/l_M_opt
+    + 0.162)**3)*exp(-(l_M/l_M_opt
+    - 1.06)**2/(2*(0.0633*l_M/l_M_opt + 0.162)**2)))/l_M_opt
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, l_M_tilde):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the inverse muscle fiber act force-length
+        function using the four constant values specified in the original
+        publication.
+
+        These have the values:
+
+        $c0 = 0.814$
+        $c1 = 1.06$
+        $c2 = 0.162$
+        $c3 = 0.0633$
+        $c4 = 0.433$
+        $c5 = 0.717$
+        $c6 = -0.0299$
+        $c7 = 0.2$
+        $c8 = 0.1$
+        $c9 = 1.0$
+        $c10 = 0.354$
+        $c11 = 0.0$
+
+        Parameters
+        ==========
+
+        fl_M_act : Any (sympifiable)
+            Normalized passive muscle fiber force as a function of muscle fiber
+            length.
+
+        """
+        c0 = Float('0.814')
+        c1 = Float('1.06')
+        c2 = Float('0.162')
+        c3 = Float('0.0633')
+        c4 = Float('0.433')
+        c5 = Float('0.717')
+        c6 = Float('-0.0299')
+        c7 = Float('0.2')
+        c8 = Float('0.1')
+        c9 = Float('1.0')
+        c10 = Float('0.354')
+        c11 = Float('0.0')
+        return cls(l_M_tilde, c0, c1, c2, c3, c4, c5, c6, c7, c8, c9, c10, c11)
+
+    @classmethod
+    def eval(cls, l_M_tilde, c0, c1, c2, c3, c4, c5, c6, c7, c8, c9, c10, c11):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        l_M_tilde : Any (sympifiable)
+            Normalized muscle fiber length.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``0.814``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``1.06``.
+        c2 : Any (sympifiable)
+            The third constant in the characteristic equation. The published
+            value is ``0.162``.
+        c3 : Any (sympifiable)
+            The fourth constant in the characteristic equation. The published
+            value is ``0.0633``.
+        c4 : Any (sympifiable)
+            The fifth constant in the characteristic equation. The published
+            value is ``0.433``.
+        c5 : Any (sympifiable)
+            The sixth constant in the characteristic equation. The published
+            value is ``0.717``.
+        c6 : Any (sympifiable)
+            The seventh constant in the characteristic equation. The published
+            value is ``-0.0299``.
+        c7 : Any (sympifiable)
+            The eighth constant in the characteristic equation. The published
+            value is ``0.2``.
+        c8 : Any (sympifiable)
+            The ninth constant in the characteristic equation. The published
+            value is ``0.1``.
+        c9 : Any (sympifiable)
+            The tenth constant in the characteristic equation. The published
+            value is ``1.0``.
+        c10 : Any (sympifiable)
+            The eleventh constant in the characteristic equation. The published
+            value is ``0.354``.
+        c11 : Any (sympifiable)
+            The tweflth constant in the characteristic equation. The published
+            value is ``0.0``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``l_M_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        l_M_tilde, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            l_M_tilde = l_M_tilde.doit(deep=deep, **hints)
+            constants = [c.doit(deep=deep, **hints) for c in constants]
+        c0, c1, c2, c3, c4, c5, c6, c7, c8, c9, c10, c11 = constants
+
+        if evaluate:
+            return (
+                c0*exp(-(((l_M_tilde - c1)/(c2 + c3*l_M_tilde))**2)/2)
+                + c4*exp(-(((l_M_tilde - c5)/(c6 + c7*l_M_tilde))**2)/2)
+                + c8*exp(-(((l_M_tilde - c9)/(c10 + c11*l_M_tilde))**2)/2)
+            )
+
+        return (
+            c0*exp(-((UnevaluatedExpr(l_M_tilde - c1)/(c2 + c3*l_M_tilde))**2)/2)
+            + c4*exp(-((UnevaluatedExpr(l_M_tilde - c5)/(c6 + c7*l_M_tilde))**2)/2)
+            + c8*exp(-((UnevaluatedExpr(l_M_tilde - c9)/(c10 + c11*l_M_tilde))**2)/2)
+        )
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        l_M_tilde, c0, c1, c2, c3, c4, c5, c6, c7, c8, c9, c10, c11 = self.args
+        if argindex == 1:
+            return (
+                c0*(
+                    c3*(l_M_tilde - c1)**2/(c2 + c3*l_M_tilde)**3
+                    + (c1 - l_M_tilde)/((c2 + c3*l_M_tilde)**2)
+                )*exp(-(l_M_tilde - c1)**2/(2*(c2 + c3*l_M_tilde)**2))
+                + c4*(
+                    c7*(l_M_tilde - c5)**2/(c6 + c7*l_M_tilde)**3
+                    + (c5 - l_M_tilde)/((c6 + c7*l_M_tilde)**2)
+                )*exp(-(l_M_tilde - c5)**2/(2*(c6 + c7*l_M_tilde)**2))
+                + c8*(
+                    c11*(l_M_tilde - c9)**2/(c10 + c11*l_M_tilde)**3
+                    + (c9 - l_M_tilde)/((c10 + c11*l_M_tilde)**2)
+                )*exp(-(l_M_tilde - c9)**2/(2*(c10 + c11*l_M_tilde)**2))
+            )
+        elif argindex == 2:
+            return exp(-(l_M_tilde - c1)**2/(2*(c2 + c3*l_M_tilde)**2))
+        elif argindex == 3:
+            return (
+                c0*(l_M_tilde - c1)/(c2 + c3*l_M_tilde)**2
+                *exp(-(l_M_tilde - c1)**2 /(2*(c2 + c3*l_M_tilde)**2))
+            )
+        elif argindex == 4:
+            return (
+                c0*(l_M_tilde - c1)**2/(c2 + c3*l_M_tilde)**3
+                *exp(-(l_M_tilde - c1)**2/(2*(c2 + c3*l_M_tilde)**2))
+            )
+        elif argindex == 5:
+            return (
+                c0*l_M_tilde*(l_M_tilde - c1)**2/(c2 + c3*l_M_tilde)**3
+                *exp(-(l_M_tilde - c1)**2/(2*(c2 + c3*l_M_tilde)**2))
+            )
+        elif argindex == 6:
+            return exp(-(l_M_tilde - c5)**2/(2*(c6 + c7*l_M_tilde)**2))
+        elif argindex == 7:
+            return (
+                c4*(l_M_tilde - c5)/(c6 + c7*l_M_tilde)**2
+                *exp(-(l_M_tilde - c5)**2 /(2*(c6 + c7*l_M_tilde)**2))
+            )
+        elif argindex == 8:
+            return (
+                c4*(l_M_tilde - c5)**2/(c6 + c7*l_M_tilde)**3
+                *exp(-(l_M_tilde - c5)**2/(2*(c6 + c7*l_M_tilde)**2))
+            )
+        elif argindex == 9:
+            return (
+                c4*l_M_tilde*(l_M_tilde - c5)**2/(c6 + c7*l_M_tilde)**3
+                *exp(-(l_M_tilde - c5)**2/(2*(c6 + c7*l_M_tilde)**2))
+            )
+        elif argindex == 10:
+            return exp(-(l_M_tilde - c9)**2/(2*(c10 + c11*l_M_tilde)**2))
+        elif argindex == 11:
+            return (
+                c8*(l_M_tilde - c9)/(c10 + c11*l_M_tilde)**2
+                *exp(-(l_M_tilde - c9)**2 /(2*(c10 + c11*l_M_tilde)**2))
+            )
+        elif argindex == 12:
+            return (
+                c8*(l_M_tilde - c9)**2/(c10 + c11*l_M_tilde)**3
+                *exp(-(l_M_tilde - c9)**2/(2*(c10 + c11*l_M_tilde)**2))
+            )
+        elif argindex == 13:
+            return (
+                c8*l_M_tilde*(l_M_tilde - c9)**2/(c10 + c11*l_M_tilde)**3
+                *exp(-(l_M_tilde - c9)**2/(2*(c10 + c11*l_M_tilde)**2))
+            )
+
+        raise ArgumentIndexError(self, argindex)
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        l_M_tilde = self.args[0]
+        _l_M_tilde = printer._print(l_M_tilde)
+        return r'\operatorname{fl}^M_{act} \left( %s \right)' % _l_M_tilde
+
+
+class FiberForceVelocityDeGroote2016(CharacteristicCurveFunction):
+    r"""Muscle fiber force-velocity curve based on De Groote et al., 2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the normalized muscle fiber force produced as a function of
+    normalized tendon velocity.
+
+    The function is defined by the equation:
+
+    $fv^M = c_0 \log{\left(c_1 \tilde{v}_m + c_2\right) + \sqrt{\left(c_1 \tilde{v}_m + c_2\right)^2 + 1}} + c_3$
+
+    with constant values of $c_0 = -0.318$, $c_1 = -8.149$, $c_2 = -0.374$, and
+    $c_3 = 0.886$.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces a
+    normalized muscle fiber force of 1 when the muscle fibers are contracting
+    isometrically (they have an extension rate of 0).
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`FiberForceVelocityDeGroote2016` is using
+    the :meth:`~.with_defaults` constructor because this will automatically populate
+    the constants within the characteristic curve equation with the floating
+    point values from the original publication. This constructor takes a single
+    argument corresponding to normalized muscle fiber extension velocity. We'll
+    create a :class:`~.Symbol` called ``v_M_tilde`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import FiberForceVelocityDeGroote2016
+    >>> v_M_tilde = Symbol('v_M_tilde')
+    >>> fv_M = FiberForceVelocityDeGroote2016.with_defaults(v_M_tilde)
+    >>> fv_M
+    FiberForceVelocityDeGroote2016(v_M_tilde, -0.318, -8.149, -0.374, 0.886)
+
+    It's also possible to populate the four constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1, c2, c3 = symbols('c0 c1 c2 c3')
+    >>> fv_M = FiberForceVelocityDeGroote2016(v_M_tilde, c0, c1, c2, c3)
+    >>> fv_M
+    FiberForceVelocityDeGroote2016(v_M_tilde, c0, c1, c2, c3)
+
+    You don't just have to use symbols as the arguments, it's also possible to
+    use expressions. Let's create a new pair of symbols, ``v_M`` and
+    ``v_M_max``, representing muscle fiber extension velocity and maximum
+    muscle fiber extension velocity respectively. We can then represent
+    ``v_M_tilde`` as an expression, the ratio of these.
+
+    >>> v_M, v_M_max = symbols('v_M v_M_max')
+    >>> v_M_tilde = v_M/v_M_max
+    >>> fv_M = FiberForceVelocityDeGroote2016.with_defaults(v_M_tilde)
+    >>> fv_M
+    FiberForceVelocityDeGroote2016(v_M/v_M_max, -0.318, -8.149, -0.374, 0.886)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> fv_M.doit(evaluate=False)
+    0.886 - 0.318*log(-8.149*v_M/v_M_max - 0.374 + sqrt(1 + (-8.149*v_M/v_M_max
+    - 0.374)**2))
+
+    The function can also be differentiated. We'll differentiate with respect
+    to v_M using the ``diff`` method on an instance with the single positional
+    argument ``v_M``.
+
+    >>> fv_M.diff(v_M)
+    2.591382*(1 + (-8.149*v_M/v_M_max - 0.374)**2)**(-1/2)/v_M_max
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, v_M_tilde):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the muscle fiber force-velocity function
+        using the four constant values specified in the original publication.
+
+        These have the values:
+
+        $c_0 = -0.318$
+        $c_1 = -8.149$
+        $c_2 = -0.374$
+        $c_3 = 0.886$
+
+        Parameters
+        ==========
+
+        v_M_tilde : Any (sympifiable)
+            Normalized muscle fiber extension velocity.
+
+        """
+        c0 = Float('-0.318')
+        c1 = Float('-8.149')
+        c2 = Float('-0.374')
+        c3 = Float('0.886')
+        return cls(v_M_tilde, c0, c1, c2, c3)
+
+    @classmethod
+    def eval(cls, v_M_tilde, c0, c1, c2, c3):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        v_M_tilde : Any (sympifiable)
+            Normalized muscle fiber extension velocity.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``-0.318``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``-8.149``.
+        c2 : Any (sympifiable)
+            The third constant in the characteristic equation. The published
+            value is ``-0.374``.
+        c3 : Any (sympifiable)
+            The fourth constant in the characteristic equation. The published
+            value is ``0.886``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``v_M_tilde`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        v_M_tilde, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            v_M_tilde = v_M_tilde.doit(deep=deep, **hints)
+            c0, c1, c2, c3 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1, c2, c3 = constants
+
+        if evaluate:
+            return c0*log(c1*v_M_tilde + c2 + sqrt((c1*v_M_tilde + c2)**2 + 1)) + c3
+
+        return c0*log(c1*v_M_tilde + c2 + sqrt(UnevaluatedExpr(c1*v_M_tilde + c2)**2 + 1)) + c3
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        v_M_tilde, c0, c1, c2, c3 = self.args
+        if argindex == 1:
+            return c0*c1/sqrt(UnevaluatedExpr(c1*v_M_tilde + c2)**2 + 1)
+        elif argindex == 2:
+            return log(
+                c1*v_M_tilde + c2
+                + sqrt(UnevaluatedExpr(c1*v_M_tilde + c2)**2 + 1)
+            )
+        elif argindex == 3:
+            return c0*v_M_tilde/sqrt(UnevaluatedExpr(c1*v_M_tilde + c2)**2 + 1)
+        elif argindex == 4:
+            return c0/sqrt(UnevaluatedExpr(c1*v_M_tilde + c2)**2 + 1)
+        elif argindex == 5:
+            return Integer(1)
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return FiberForceVelocityInverseDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        v_M_tilde = self.args[0]
+        _v_M_tilde = printer._print(v_M_tilde)
+        return r'\operatorname{fv}^M \left( %s \right)' % _v_M_tilde
+
+
+class FiberForceVelocityInverseDeGroote2016(CharacteristicCurveFunction):
+    r"""Inverse muscle fiber force-velocity curve based on De Groote et al.,
+    2016 [1]_.
+
+    Explanation
+    ===========
+
+    Gives the normalized muscle fiber velocity that produces a specific
+    normalized muscle fiber force.
+
+    The function is defined by the equation:
+
+    ${fv^M}^{-1} = \frac{\sinh{\frac{fv^M - c_3}{c_0}} - c_2}{c_1}$
+
+    with constant values of $c_0 = -0.318$, $c_1 = -8.149$, $c_2 = -0.374$, and
+    $c_3 = 0.886$. This function is the exact analytical inverse of the related
+    muscle fiber force-velocity curve ``FiberForceVelocityDeGroote2016``.
+
+    While it is possible to change the constant values, these were carefully
+    selected in the original publication to give the characteristic curve
+    specific and required properties. For example, the function produces a
+    normalized muscle fiber force of 1 when the muscle fibers are contracting
+    isometrically (they have an extension rate of 0).
+
+    Examples
+    ========
+
+    The preferred way to instantiate :class:`FiberForceVelocityInverseDeGroote2016`
+    is using the :meth:`~.with_defaults` constructor because this will automatically
+    populate the constants within the characteristic curve equation with the
+    floating point values from the original publication. This constructor takes
+    a single argument corresponding to normalized muscle fiber force-velocity
+    component of the muscle fiber force. We'll create a :class:`~.Symbol` called
+    ``fv_M`` to represent this.
+
+    >>> from sympy import Symbol
+    >>> from sympy.physics.biomechanics import FiberForceVelocityInverseDeGroote2016
+    >>> fv_M = Symbol('fv_M')
+    >>> v_M_tilde = FiberForceVelocityInverseDeGroote2016.with_defaults(fv_M)
+    >>> v_M_tilde
+    FiberForceVelocityInverseDeGroote2016(fv_M, -0.318, -8.149, -0.374, 0.886)
+
+    It's also possible to populate the four constants with your own values too.
+
+    >>> from sympy import symbols
+    >>> c0, c1, c2, c3 = symbols('c0 c1 c2 c3')
+    >>> v_M_tilde = FiberForceVelocityInverseDeGroote2016(fv_M, c0, c1, c2, c3)
+    >>> v_M_tilde
+    FiberForceVelocityInverseDeGroote2016(fv_M, c0, c1, c2, c3)
+
+    To inspect the actual symbolic expression that this function represents,
+    we can call the :meth:`~.doit` method on an instance. We'll use the keyword
+    argument ``evaluate=False`` as this will keep the expression in its
+    canonical form and won't simplify any constants.
+
+    >>> v_M_tilde.doit(evaluate=False)
+    (-c2 + sinh((-c3 + fv_M)/c0))/c1
+
+    The function can also be differentiated. We'll differentiate with respect
+    to fv_M using the ``diff`` method on an instance with the single positional
+    argument ``fv_M``.
+
+    >>> v_M_tilde.diff(fv_M)
+    cosh((-c3 + fv_M)/c0)/(c0*c1)
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    @classmethod
+    def with_defaults(cls, fv_M):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the inverse muscle fiber force-velocity
+        function using the four constant values specified in the original
+        publication.
+
+        These have the values:
+
+        $c_0 = -0.318$
+        $c_1 = -8.149$
+        $c_2 = -0.374$
+        $c_3 = 0.886$
+
+        Parameters
+        ==========
+
+        fv_M : Any (sympifiable)
+            Normalized muscle fiber extension velocity.
+
+        """
+        c0 = Float('-0.318')
+        c1 = Float('-8.149')
+        c2 = Float('-0.374')
+        c3 = Float('0.886')
+        return cls(fv_M, c0, c1, c2, c3)
+
+    @classmethod
+    def eval(cls, fv_M, c0, c1, c2, c3):
+        """Evaluation of basic inputs.
+
+        Parameters
+        ==========
+
+        fv_M : Any (sympifiable)
+            Normalized muscle fiber force as a function of muscle fiber
+            extension velocity.
+        c0 : Any (sympifiable)
+            The first constant in the characteristic equation. The published
+            value is ``-0.318``.
+        c1 : Any (sympifiable)
+            The second constant in the characteristic equation. The published
+            value is ``-8.149``.
+        c2 : Any (sympifiable)
+            The third constant in the characteristic equation. The published
+            value is ``-0.374``.
+        c3 : Any (sympifiable)
+            The fourth constant in the characteristic equation. The published
+            value is ``0.886``.
+
+        """
+        pass
+
+    def _eval_evalf(self, prec):
+        """Evaluate the expression numerically using ``evalf``."""
+        return self.doit(deep=False, evaluate=False)._eval_evalf(prec)
+
+    def doit(self, deep=True, evaluate=True, **hints):
+        """Evaluate the expression defining the function.
+
+        Parameters
+        ==========
+
+        deep : bool
+            Whether ``doit`` should be recursively called. Default is ``True``.
+        evaluate : bool.
+            Whether the SymPy expression should be evaluated as it is
+            constructed. If ``False``, then no constant folding will be
+            conducted which will leave the expression in a more numerically-
+            stable for values of ``fv_M`` that correspond to a sensible
+            operating range for a musculotendon. Default is ``True``.
+        **kwargs : dict[str, Any]
+            Additional keyword argument pairs to be recursively passed to
+            ``doit``.
+
+        """
+        fv_M, *constants = self.args
+        if deep:
+            hints['evaluate'] = evaluate
+            fv_M = fv_M.doit(deep=deep, **hints)
+            c0, c1, c2, c3 = [c.doit(deep=deep, **hints) for c in constants]
+        else:
+            c0, c1, c2, c3 = constants
+
+        if evaluate:
+            return (sinh((fv_M - c3)/c0) - c2)/c1
+
+        return (sinh(UnevaluatedExpr(fv_M - c3)/c0) - c2)/c1
+
+    def fdiff(self, argindex=1):
+        """Derivative of the function with respect to a single argument.
+
+        Parameters
+        ==========
+
+        argindex : int
+            The index of the function's arguments with respect to which the
+            derivative should be taken. Argument indexes start at ``1``.
+            Default is ``1``.
+
+        """
+        fv_M, c0, c1, c2, c3 = self.args
+        if argindex == 1:
+            return cosh((fv_M - c3)/c0)/(c0*c1)
+        elif argindex == 2:
+            return (c3 - fv_M)*cosh((fv_M - c3)/c0)/(c0**2*c1)
+        elif argindex == 3:
+            return (c2 - sinh((fv_M - c3)/c0))/c1**2
+        elif argindex == 4:
+            return -1/c1
+        elif argindex == 5:
+            return -cosh((fv_M - c3)/c0)/(c0*c1)
+
+        raise ArgumentIndexError(self, argindex)
+
+    def inverse(self, argindex=1):
+        """Inverse function.
+
+        Parameters
+        ==========
+
+        argindex : int
+            Value to start indexing the arguments at. Default is ``1``.
+
+        """
+        return FiberForceVelocityDeGroote2016
+
+    def _latex(self, printer):
+        """Print a LaTeX representation of the function defining the curve.
+
+        Parameters
+        ==========
+
+        printer : Printer
+            The printer to be used to print the LaTeX string representation.
+
+        """
+        fv_M = self.args[0]
+        _fv_M = printer._print(fv_M)
+        return r'\left( \operatorname{fv}^M \right)^{-1} \left( %s \right)' % _fv_M
+
+
+@dataclass(frozen=True)
+class CharacteristicCurveCollection:
+    """Simple data container to group together related characteristic curves."""
+    tendon_force_length: CharacteristicCurveFunction
+    tendon_force_length_inverse: CharacteristicCurveFunction
+    fiber_force_length_passive: CharacteristicCurveFunction
+    fiber_force_length_passive_inverse: CharacteristicCurveFunction
+    fiber_force_length_active: CharacteristicCurveFunction
+    fiber_force_velocity: CharacteristicCurveFunction
+    fiber_force_velocity_inverse: CharacteristicCurveFunction
+
+    def __iter__(self):
+        """Iterator support for ``CharacteristicCurveCollection``."""
+        yield self.tendon_force_length
+        yield self.tendon_force_length_inverse
+        yield self.fiber_force_length_passive
+        yield self.fiber_force_length_passive_inverse
+        yield self.fiber_force_length_active
+        yield self.fiber_force_velocity
+        yield self.fiber_force_velocity_inverse

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/musculotendon.py

@@ -0,0 +1,1424 @@
+"""Implementations of musculotendon models.
+
+Musculotendon models are a critical component of biomechanical models, one that
+differentiates them from pure multibody systems. Musculotendon models produce a
+force dependent on their level of activation, their length, and their
+extension velocity. Length- and extension velocity-dependent force production
+are governed by force-length and force-velocity characteristics.
+These are normalized functions that are dependent on the musculotendon's state
+and are specific to a given musculotendon model.
+
+"""
+
+from abc import abstractmethod
+from enum import IntEnum, unique
+
+from sympy.core.numbers import Float, Integer
+from sympy.core.symbol import Symbol, symbols
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.functions.elementary.trigonometric import cos, sin
+from sympy.matrices.dense import MutableDenseMatrix as Matrix, diag, eye, zeros
+from sympy.physics.biomechanics.activation import ActivationBase
+from sympy.physics.biomechanics.curve import (
+    CharacteristicCurveCollection,
+    FiberForceLengthActiveDeGroote2016,
+    FiberForceLengthPassiveDeGroote2016,
+    FiberForceLengthPassiveInverseDeGroote2016,
+    FiberForceVelocityDeGroote2016,
+    FiberForceVelocityInverseDeGroote2016,
+    TendonForceLengthDeGroote2016,
+    TendonForceLengthInverseDeGroote2016,
+)
+from sympy.physics.biomechanics._mixin import _NamedMixin
+from sympy.physics.mechanics.actuator import ForceActuator
+from sympy.physics.vector.functions import dynamicsymbols
+
+
+__all__ = [
+    'MusculotendonBase',
+    'MusculotendonDeGroote2016',
+    'MusculotendonFormulation',
+]
+
+
+@unique
+class MusculotendonFormulation(IntEnum):
+    """Enumeration of types of musculotendon dynamics formulations.
+
+    Explanation
+    ===========
+
+    An (integer) enumeration is used as it allows for clearer selection of the
+    different formulations of musculotendon dynamics.
+
+    Members
+    =======
+
+    RIGID_TENDON : 0
+        A rigid tendon model.
+    FIBER_LENGTH_EXPLICIT : 1
+        An explicit elastic tendon model with the muscle fiber length (l_M) as
+        the state variable.
+    TENDON_FORCE_EXPLICIT : 2
+        An explicit elastic tendon model with the tendon force (F_T) as the
+        state variable.
+    FIBER_LENGTH_IMPLICIT : 3
+        An implicit elastic tendon model with the muscle fiber length (l_M) as
+        the state variable and the muscle fiber velocity as an additional input
+        variable.
+    TENDON_FORCE_IMPLICIT : 4
+        An implicit elastic tendon model with the tendon force (F_T) as the
+        state variable as the muscle fiber velocity as an additional input
+        variable.
+
+    """
+
+    RIGID_TENDON = 0
+    FIBER_LENGTH_EXPLICIT = 1
+    TENDON_FORCE_EXPLICIT = 2
+    FIBER_LENGTH_IMPLICIT = 3
+    TENDON_FORCE_IMPLICIT = 4
+
+    def __str__(self):
+        """Returns a string representation of the enumeration value.
+
+        Notes
+        =====
+
+        This hard coding is required due to an incompatibility between the
+        ``IntEnum`` implementations in Python 3.10 and Python 3.11
+        (https://github.com/python/cpython/issues/84247). From Python 3.11
+        onwards, the ``__str__`` method uses ``int.__str__``, whereas prior it
+        used ``Enum.__str__``. Once Python 3.11 becomes the minimum version
+        supported by SymPy, this method override can be removed.
+
+        """
+        return str(self.value)
+
+
+_DEFAULT_MUSCULOTENDON_FORMULATION = MusculotendonFormulation.RIGID_TENDON
+
+
+class MusculotendonBase(ForceActuator, _NamedMixin):
+    r"""Abstract base class for all musculotendon classes to inherit from.
+
+    Explanation
+    ===========
+
+    A musculotendon generates a contractile force based on its activation,
+    length, and shortening velocity. This abstract base class is to be inherited
+    by all musculotendon subclasses that implement different characteristic
+    musculotendon curves. Characteristic musculotendon curves are required for
+    the tendon force-length, passive fiber force-length, active fiber force-
+    length, and fiber force-velocity relationships.
+
+    Parameters
+    ==========
+
+    name : str
+        The name identifier associated with the musculotendon. This name is used
+        as a suffix when automatically generated symbols are instantiated. It
+        must be a string of nonzero length.
+    pathway : PathwayBase
+        The pathway that the actuator follows. This must be an instance of a
+        concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+    activation_dynamics : ActivationBase
+        The activation dynamics that will be modeled within the musculotendon.
+        This must be an instance of a concrete subclass of ``ActivationBase``,
+        e.g. ``FirstOrderActivationDeGroote2016``.
+    musculotendon_dynamics : MusculotendonFormulation | int
+        The formulation of musculotendon dynamics that should be used
+        internally, i.e. rigid or elastic tendon model, the choice of
+        musculotendon state etc. This must be a member of the integer
+        enumeration ``MusculotendonFormulation`` or an integer that can be cast
+        to a member. To use a rigid tendon formulation, set this to
+        ``MusculotendonFormulation.RIGID_TENDON`` (or the integer value ``0``,
+        which will be cast to the enumeration member). There are four possible
+        formulations for an elastic tendon model. To use an explicit formulation
+        with the fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_EXPLICIT`` (or the integer value
+        ``1``). To use an explicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_EXPLICIT``
+        (or the integer value ``2``). To use an implicit formulation with the
+        fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_IMPLICIT`` (or the integer value
+        ``3``). To use an implicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_IMPLICIT``
+        (or the integer value ``4``). The default is
+        ``MusculotendonFormulation.RIGID_TENDON``, which corresponds to a rigid
+        tendon formulation.
+    tendon_slack_length : Expr | None
+        The length of the tendon when the musculotendon is in its unloaded
+        state. In a rigid tendon model the tendon length is the tendon slack
+        length. In all musculotendon models, tendon slack length is used to
+        normalize tendon length to give
+        :math:`\tilde{l}^T = \frac{l^T}{l^T_{slack}}`.
+    peak_isometric_force : Expr | None
+        The maximum force that the muscle fiber can produce when it is
+        undergoing an isometric contraction (no lengthening velocity). In all
+        musculotendon models, peak isometric force is used to normalized tendon
+        and muscle fiber force to give
+        :math:`\tilde{F}^T = \frac{F^T}{F^M_{max}}`.
+    optimal_fiber_length : Expr | None
+        The muscle fiber length at which the muscle fibers produce no passive
+        force and their maximum active force. In all musculotendon models,
+        optimal fiber length is used to normalize muscle fiber length to give
+        :math:`\tilde{l}^M = \frac{l^M}{l^M_{opt}}`.
+    maximal_fiber_velocity : Expr | None
+        The fiber velocity at which, during muscle fiber shortening, the muscle
+        fibers are unable to produce any active force. In all musculotendon
+        models, maximal fiber velocity is used to normalize muscle fiber
+        extension velocity to give :math:`\tilde{v}^M = \frac{v^M}{v^M_{max}}`.
+    optimal_pennation_angle : Expr | None
+        The pennation angle when muscle fiber length equals the optimal fiber
+        length.
+    fiber_damping_coefficient : Expr | None
+        The coefficient of damping to be used in the damping element in the
+        muscle fiber model.
+    with_defaults : bool
+        Whether ``with_defaults`` alternate constructors should be used when
+        automatically constructing child classes. Default is ``False``.
+
+    """
+
+    def __init__(
+        self,
+        name,
+        pathway,
+        activation_dynamics,
+        *,
+        musculotendon_dynamics=_DEFAULT_MUSCULOTENDON_FORMULATION,
+        tendon_slack_length=None,
+        peak_isometric_force=None,
+        optimal_fiber_length=None,
+        maximal_fiber_velocity=None,
+        optimal_pennation_angle=None,
+        fiber_damping_coefficient=None,
+        with_defaults=False,
+    ):
+        self.name = name
+
+        # Supply a placeholder force to the super initializer, this will be
+        # replaced later
+        super().__init__(Symbol('F'), pathway)
+
+        # Activation dynamics
+        if not isinstance(activation_dynamics, ActivationBase):
+            msg = (
+                f'Can\'t set attribute `activation_dynamics` to '
+                f'{activation_dynamics} as it must be of type '
+                f'`ActivationBase`, not {type(activation_dynamics)}.'
+            )
+            raise TypeError(msg)
+        self._activation_dynamics = activation_dynamics
+        self._child_objects = (self._activation_dynamics, )
+
+        # Constants
+        if tendon_slack_length is not None:
+            self._l_T_slack = tendon_slack_length
+        else:
+            self._l_T_slack = Symbol(f'l_T_slack_{self.name}')
+        if peak_isometric_force is not None:
+            self._F_M_max = peak_isometric_force
+        else:
+            self._F_M_max = Symbol(f'F_M_max_{self.name}')
+        if optimal_fiber_length is not None:
+            self._l_M_opt = optimal_fiber_length
+        else:
+            self._l_M_opt = Symbol(f'l_M_opt_{self.name}')
+        if maximal_fiber_velocity is not None:
+            self._v_M_max = maximal_fiber_velocity
+        else:
+            self._v_M_max = Symbol(f'v_M_max_{self.name}')
+        if optimal_pennation_angle is not None:
+            self._alpha_opt = optimal_pennation_angle
+        else:
+            self._alpha_opt = Symbol(f'alpha_opt_{self.name}')
+        if fiber_damping_coefficient is not None:
+            self._beta = fiber_damping_coefficient
+        else:
+            self._beta = Symbol(f'beta_{self.name}')
+
+        # Musculotendon dynamics
+        self._with_defaults = with_defaults
+        if musculotendon_dynamics == MusculotendonFormulation.RIGID_TENDON:
+            self._rigid_tendon_musculotendon_dynamics()
+        elif musculotendon_dynamics == MusculotendonFormulation.FIBER_LENGTH_EXPLICIT:
+            self._fiber_length_explicit_musculotendon_dynamics()
+        elif musculotendon_dynamics == MusculotendonFormulation.TENDON_FORCE_EXPLICIT:
+            self._tendon_force_explicit_musculotendon_dynamics()
+        elif musculotendon_dynamics == MusculotendonFormulation.FIBER_LENGTH_IMPLICIT:
+            self._fiber_length_implicit_musculotendon_dynamics()
+        elif musculotendon_dynamics == MusculotendonFormulation.TENDON_FORCE_IMPLICIT:
+            self._tendon_force_implicit_musculotendon_dynamics()
+        else:
+            msg = (
+                f'Musculotendon dynamics {repr(musculotendon_dynamics)} '
+                f'passed to `musculotendon_dynamics` was of type '
+                f'{type(musculotendon_dynamics)}, must be '
+                f'{MusculotendonFormulation}.'
+            )
+            raise TypeError(msg)
+        self._musculotendon_dynamics = musculotendon_dynamics
+
+        # Must override the placeholder value in `self._force` now that the
+        # actual force has been calculated by
+        # `self._<MUSCULOTENDON FORMULATION>_musculotendon_dynamics`.
+        # Note that `self._force` assumes forces are expansile, musculotendon
+        # forces are contractile hence the minus sign preceding `self._F_T`
+        # (the tendon force).
+        self._force = -self._F_T
+
+    @classmethod
+    def with_defaults(
+        cls,
+        name,
+        pathway,
+        activation_dynamics,
+        *,
+        musculotendon_dynamics=_DEFAULT_MUSCULOTENDON_FORMULATION,
+        tendon_slack_length=None,
+        peak_isometric_force=None,
+        optimal_fiber_length=None,
+        maximal_fiber_velocity=Float('10.0'),
+        optimal_pennation_angle=Float('0.0'),
+        fiber_damping_coefficient=Float('0.1'),
+    ):
+        r"""Recommended constructor that will use the published constants.
+
+        Explanation
+        ===========
+
+        Returns a new instance of the musculotendon class using recommended
+        values for ``v_M_max``, ``alpha_opt``, and ``beta``. The values are:
+
+            :math:`v^M_{max} = 10`
+            :math:`\alpha_{opt} = 0`
+            :math:`\beta = \frac{1}{10}`
+
+        The musculotendon curves are also instantiated using the constants from
+        the original publication.
+
+        Parameters
+        ==========
+
+        name : str
+            The name identifier associated with the musculotendon. This name is
+            used as a suffix when automatically generated symbols are
+            instantiated. It must be a string of nonzero length.
+        pathway : PathwayBase
+            The pathway that the actuator follows. This must be an instance of a
+            concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+        activation_dynamics : ActivationBase
+            The activation dynamics that will be modeled within the
+            musculotendon. This must be an instance of a concrete subclass of
+            ``ActivationBase``, e.g. ``FirstOrderActivationDeGroote2016``.
+        musculotendon_dynamics : MusculotendonFormulation | int
+            The formulation of musculotendon dynamics that should be used
+            internally, i.e. rigid or elastic tendon model, the choice of
+            musculotendon state etc. This must be a member of the integer
+            enumeration ``MusculotendonFormulation`` or an integer that can be
+            cast to a member. To use a rigid tendon formulation, set this to
+            ``MusculotendonFormulation.RIGID_TENDON`` (or the integer value
+            ``0``, which will be cast to the enumeration member). There are four
+            possible formulations for an elastic tendon model. To use an
+            explicit formulation with the fiber length as the state, set this to
+            ``MusculotendonFormulation.FIBER_LENGTH_EXPLICIT`` (or the integer
+            value ``1``). To use an explicit formulation with the tendon force
+            as the state, set this to
+            ``MusculotendonFormulation.TENDON_FORCE_EXPLICIT`` (or the integer
+            value ``2``). To use an implicit formulation with the fiber length
+            as the state, set this to
+            ``MusculotendonFormulation.FIBER_LENGTH_IMPLICIT`` (or the integer
+            value ``3``). To use an implicit formulation with the tendon force
+            as the state, set this to
+            ``MusculotendonFormulation.TENDON_FORCE_IMPLICIT`` (or the integer
+            value ``4``). The default is
+            ``MusculotendonFormulation.RIGID_TENDON``, which corresponds to a
+            rigid tendon formulation.
+        tendon_slack_length : Expr | None
+            The length of the tendon when the musculotendon is in its unloaded
+            state. In a rigid tendon model the tendon length is the tendon slack
+            length. In all musculotendon models, tendon slack length is used to
+            normalize tendon length to give
+            :math:`\tilde{l}^T = \frac{l^T}{l^T_{slack}}`.
+        peak_isometric_force : Expr | None
+            The maximum force that the muscle fiber can produce when it is
+            undergoing an isometric contraction (no lengthening velocity). In
+            all musculotendon models, peak isometric force is used to normalized
+            tendon and muscle fiber force to give
+            :math:`\tilde{F}^T = \frac{F^T}{F^M_{max}}`.
+        optimal_fiber_length : Expr | None
+            The muscle fiber length at which the muscle fibers produce no
+            passive force and their maximum active force. In all musculotendon
+            models, optimal fiber length is used to normalize muscle fiber
+            length to give :math:`\tilde{l}^M = \frac{l^M}{l^M_{opt}}`.
+        maximal_fiber_velocity : Expr | None
+            The fiber velocity at which, during muscle fiber shortening, the
+            muscle fibers are unable to produce any active force. In all
+            musculotendon models, maximal fiber velocity is used to normalize
+            muscle fiber extension velocity to give
+            :math:`\tilde{v}^M = \frac{v^M}{v^M_{max}}`.
+        optimal_pennation_angle : Expr | None
+            The pennation angle when muscle fiber length equals the optimal
+            fiber length.
+        fiber_damping_coefficient : Expr | None
+            The coefficient of damping to be used in the damping element in the
+            muscle fiber model.
+
+        """
+        return cls(
+            name,
+            pathway,
+            activation_dynamics=activation_dynamics,
+            musculotendon_dynamics=musculotendon_dynamics,
+            tendon_slack_length=tendon_slack_length,
+            peak_isometric_force=peak_isometric_force,
+            optimal_fiber_length=optimal_fiber_length,
+            maximal_fiber_velocity=maximal_fiber_velocity,
+            optimal_pennation_angle=optimal_pennation_angle,
+            fiber_damping_coefficient=fiber_damping_coefficient,
+            with_defaults=True,
+        )
+
+    @abstractmethod
+    def curves(cls):
+        """Return a ``CharacteristicCurveCollection`` of the curves related to
+        the specific model."""
+        pass
+
+    @property
+    def tendon_slack_length(self):
+        r"""Symbol or value corresponding to the tendon slack length constant.
+
+        Explanation
+        ===========
+
+        The length of the tendon when the musculotendon is in its unloaded
+        state. In a rigid tendon model the tendon length is the tendon slack
+        length. In all musculotendon models, tendon slack length is used to
+        normalize tendon length to give
+        :math:`\tilde{l}^T = \frac{l^T}{l^T_{slack}}`.
+
+        The alias ``l_T_slack`` can also be used to access the same attribute.
+
+        """
+        return self._l_T_slack
+
+    @property
+    def l_T_slack(self):
+        r"""Symbol or value corresponding to the tendon slack length constant.
+
+        Explanation
+        ===========
+
+        The length of the tendon when the musculotendon is in its unloaded
+        state. In a rigid tendon model the tendon length is the tendon slack
+        length. In all musculotendon models, tendon slack length is used to
+        normalize tendon length to give
+        :math:`\tilde{l}^T = \frac{l^T}{l^T_{slack}}`.
+
+        The alias ``tendon_slack_length`` can also be used to access the same
+        attribute.
+
+        """
+        return self._l_T_slack
+
+    @property
+    def peak_isometric_force(self):
+        r"""Symbol or value corresponding to the peak isometric force constant.
+
+        Explanation
+        ===========
+
+        The maximum force that the muscle fiber can produce when it is
+        undergoing an isometric contraction (no lengthening velocity). In all
+        musculotendon models, peak isometric force is used to normalized tendon
+        and muscle fiber force to give
+        :math:`\tilde{F}^T = \frac{F^T}{F^M_{max}}`.
+
+        The alias ``F_M_max`` can also be used to access the same attribute.
+
+        """
+        return self._F_M_max
+
+    @property
+    def F_M_max(self):
+        r"""Symbol or value corresponding to the peak isometric force constant.
+
+        Explanation
+        ===========
+
+        The maximum force that the muscle fiber can produce when it is
+        undergoing an isometric contraction (no lengthening velocity). In all
+        musculotendon models, peak isometric force is used to normalized tendon
+        and muscle fiber force to give
+        :math:`\tilde{F}^T = \frac{F^T}{F^M_{max}}`.
+
+        The alias ``peak_isometric_force`` can also be used to access the same
+        attribute.
+
+        """
+        return self._F_M_max
+
+    @property
+    def optimal_fiber_length(self):
+        r"""Symbol or value corresponding to the optimal fiber length constant.
+
+        Explanation
+        ===========
+
+        The muscle fiber length at which the muscle fibers produce no passive
+        force and their maximum active force. In all musculotendon models,
+        optimal fiber length is used to normalize muscle fiber length to give
+        :math:`\tilde{l}^M = \frac{l^M}{l^M_{opt}}`.
+
+        The alias ``l_M_opt`` can also be used to access the same attribute.
+
+        """
+        return self._l_M_opt
+
+    @property
+    def l_M_opt(self):
+        r"""Symbol or value corresponding to the optimal fiber length constant.
+
+        Explanation
+        ===========
+
+        The muscle fiber length at which the muscle fibers produce no passive
+        force and their maximum active force. In all musculotendon models,
+        optimal fiber length is used to normalize muscle fiber length to give
+        :math:`\tilde{l}^M = \frac{l^M}{l^M_{opt}}`.
+
+        The alias ``optimal_fiber_length`` can also be used to access the same
+        attribute.
+
+        """
+        return self._l_M_opt
+
+    @property
+    def maximal_fiber_velocity(self):
+        r"""Symbol or value corresponding to the maximal fiber velocity constant.
+
+        Explanation
+        ===========
+
+        The fiber velocity at which, during muscle fiber shortening, the muscle
+        fibers are unable to produce any active force. In all musculotendon
+        models, maximal fiber velocity is used to normalize muscle fiber
+        extension velocity to give :math:`\tilde{v}^M = \frac{v^M}{v^M_{max}}`.
+
+        The alias ``v_M_max`` can also be used to access the same attribute.
+
+        """
+        return self._v_M_max
+
+    @property
+    def v_M_max(self):
+        r"""Symbol or value corresponding to the maximal fiber velocity constant.
+
+        Explanation
+        ===========
+
+        The fiber velocity at which, during muscle fiber shortening, the muscle
+        fibers are unable to produce any active force. In all musculotendon
+        models, maximal fiber velocity is used to normalize muscle fiber
+        extension velocity to give :math:`\tilde{v}^M = \frac{v^M}{v^M_{max}}`.
+
+        The alias ``maximal_fiber_velocity`` can also be used to access the same
+        attribute.
+
+        """
+        return self._v_M_max
+
+    @property
+    def optimal_pennation_angle(self):
+        """Symbol or value corresponding to the optimal pennation angle
+        constant.
+
+        Explanation
+        ===========
+
+        The pennation angle when muscle fiber length equals the optimal fiber
+        length.
+
+        The alias ``alpha_opt`` can also be used to access the same attribute.
+
+        """
+        return self._alpha_opt
+
+    @property
+    def alpha_opt(self):
+        """Symbol or value corresponding to the optimal pennation angle
+        constant.
+
+        Explanation
+        ===========
+
+        The pennation angle when muscle fiber length equals the optimal fiber
+        length.
+
+        The alias ``optimal_pennation_angle`` can also be used to access the
+        same attribute.
+
+        """
+        return self._alpha_opt
+
+    @property
+    def fiber_damping_coefficient(self):
+        """Symbol or value corresponding to the fiber damping coefficient
+        constant.
+
+        Explanation
+        ===========
+
+        The coefficient of damping to be used in the damping element in the
+        muscle fiber model.
+
+        The alias ``beta`` can also be used to access the same attribute.
+
+        """
+        return self._beta
+
+    @property
+    def beta(self):
+        """Symbol or value corresponding to the fiber damping coefficient
+        constant.
+
+        Explanation
+        ===========
+
+        The coefficient of damping to be used in the damping element in the
+        muscle fiber model.
+
+        The alias ``fiber_damping_coefficient`` can also be used to access the
+        same attribute.
+
+        """
+        return self._beta
+
+    @property
+    def activation_dynamics(self):
+        """Activation dynamics model governing this musculotendon's activation.
+
+        Explanation
+        ===========
+
+        Returns the instance of a subclass of ``ActivationBase`` that governs
+        the relationship between excitation and activation that is used to
+        represent the activation dynamics of this musculotendon.
+
+        """
+        return self._activation_dynamics
+
+    @property
+    def excitation(self):
+        """Dynamic symbol representing excitation.
+
+        Explanation
+        ===========
+
+        The alias ``e`` can also be used to access the same attribute.
+
+        """
+        return self._activation_dynamics._e
+
+    @property
+    def e(self):
+        """Dynamic symbol representing excitation.
+
+        Explanation
+        ===========
+
+        The alias ``excitation`` can also be used to access the same attribute.
+
+        """
+        return self._activation_dynamics._e
+
+    @property
+    def activation(self):
+        """Dynamic symbol representing activation.
+
+        Explanation
+        ===========
+
+        The alias ``a`` can also be used to access the same attribute.
+
+        """
+        return self._activation_dynamics._a
+
+    @property
+    def a(self):
+        """Dynamic symbol representing activation.
+
+        Explanation
+        ===========
+
+        The alias ``activation`` can also be used to access the same attribute.
+
+        """
+        return self._activation_dynamics._a
+
+    @property
+    def musculotendon_dynamics(self):
+        """The choice of rigid or type of elastic tendon musculotendon dynamics.
+
+        Explanation
+        ===========
+
+        The formulation of musculotendon dynamics that should be used
+        internally, i.e. rigid or elastic tendon model, the choice of
+        musculotendon state etc. This must be a member of the integer
+        enumeration ``MusculotendonFormulation`` or an integer that can be cast
+        to a member. To use a rigid tendon formulation, set this to
+        ``MusculotendonFormulation.RIGID_TENDON`` (or the integer value ``0``,
+        which will be cast to the enumeration member). There are four possible
+        formulations for an elastic tendon model. To use an explicit formulation
+        with the fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_EXPLICIT`` (or the integer value
+        ``1``). To use an explicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_EXPLICIT``
+        (or the integer value ``2``). To use an implicit formulation with the
+        fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_IMPLICIT`` (or the integer value
+        ``3``). To use an implicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_IMPLICIT``
+        (or the integer value ``4``). The default is
+        ``MusculotendonFormulation.RIGID_TENDON``, which corresponds to a rigid
+        tendon formulation.
+
+        """
+        return self._musculotendon_dynamics
+
+    def _rigid_tendon_musculotendon_dynamics(self):
+        """Rigid tendon musculotendon."""
+        self._l_MT = self.pathway.length
+        self._v_MT = self.pathway.extension_velocity
+        self._l_T = self._l_T_slack
+        self._l_T_tilde = Integer(1)
+        self._l_M = sqrt((self._l_MT - self._l_T)**2 + (self._l_M_opt*sin(self._alpha_opt))**2)
+        self._l_M_tilde = self._l_M/self._l_M_opt
+        self._v_M = self._v_MT*(self._l_MT - self._l_T_slack)/self._l_M
+        self._v_M_tilde = self._v_M/self._v_M_max
+        if self._with_defaults:
+            self._fl_T = self.curves.tendon_force_length.with_defaults(self._l_T_tilde)
+            self._fl_M_pas = self.curves.fiber_force_length_passive.with_defaults(self._l_M_tilde)
+            self._fl_M_act = self.curves.fiber_force_length_active.with_defaults(self._l_M_tilde)
+            self._fv_M = self.curves.fiber_force_velocity.with_defaults(self._v_M_tilde)
+        else:
+            fl_T_constants = symbols(f'c_0:4_fl_T_{self.name}')
+            self._fl_T = self.curves.tendon_force_length(self._l_T_tilde, *fl_T_constants)
+            fl_M_pas_constants = symbols(f'c_0:2_fl_M_pas_{self.name}')
+            self._fl_M_pas = self.curves.fiber_force_length_passive(self._l_M_tilde, *fl_M_pas_constants)
+            fl_M_act_constants = symbols(f'c_0:12_fl_M_act_{self.name}')
+            self._fl_M_act = self.curves.fiber_force_length_active(self._l_M_tilde, *fl_M_act_constants)
+            fv_M_constants = symbols(f'c_0:4_fv_M_{self.name}')
+            self._fv_M = self.curves.fiber_force_velocity(self._v_M_tilde, *fv_M_constants)
+        self._F_M_tilde = self.a*self._fl_M_act*self._fv_M + self._fl_M_pas + self._beta*self._v_M_tilde
+        self._F_T_tilde = self._F_M_tilde
+        self._F_M = self._F_M_tilde*self._F_M_max
+        self._cos_alpha = cos(self._alpha_opt)
+        self._F_T = self._F_M*self._cos_alpha
+
+        # Containers
+        self._state_vars = zeros(0, 1)
+        self._input_vars = zeros(0, 1)
+        self._state_eqns = zeros(0, 1)
+        self._curve_constants = Matrix(
+            fl_T_constants
+            + fl_M_pas_constants
+            + fl_M_act_constants
+            + fv_M_constants
+        ) if not self._with_defaults else zeros(0, 1)
+
+    def _fiber_length_explicit_musculotendon_dynamics(self):
+        """Elastic tendon musculotendon using `l_M_tilde` as a state."""
+        self._l_M_tilde = dynamicsymbols(f'l_M_tilde_{self.name}')
+        self._l_MT = self.pathway.length
+        self._v_MT = self.pathway.extension_velocity
+        self._l_M = self._l_M_tilde*self._l_M_opt
+        self._l_T = self._l_MT - sqrt(self._l_M**2 - (self._l_M_opt*sin(self._alpha_opt))**2)
+        self._l_T_tilde = self._l_T/self._l_T_slack
+        self._cos_alpha = (self._l_MT - self._l_T)/self._l_M
+        if self._with_defaults:
+            self._fl_T = self.curves.tendon_force_length.with_defaults(self._l_T_tilde)
+            self._fl_M_pas = self.curves.fiber_force_length_passive.with_defaults(self._l_M_tilde)
+            self._fl_M_act = self.curves.fiber_force_length_active.with_defaults(self._l_M_tilde)
+        else:
+            fl_T_constants = symbols(f'c_0:4_fl_T_{self.name}')
+            self._fl_T = self.curves.tendon_force_length(self._l_T_tilde, *fl_T_constants)
+            fl_M_pas_constants = symbols(f'c_0:2_fl_M_pas_{self.name}')
+            self._fl_M_pas = self.curves.fiber_force_length_passive(self._l_M_tilde, *fl_M_pas_constants)
+            fl_M_act_constants = symbols(f'c_0:12_fl_M_act_{self.name}')
+            self._fl_M_act = self.curves.fiber_force_length_active(self._l_M_tilde, *fl_M_act_constants)
+        self._F_T_tilde = self._fl_T
+        self._F_T = self._F_T_tilde*self._F_M_max
+        self._F_M = self._F_T/self._cos_alpha
+        self._F_M_tilde = self._F_M/self._F_M_max
+        self._fv_M = (self._F_M_tilde - self._fl_M_pas)/(self.a*self._fl_M_act)
+        if self._with_defaults:
+            self._v_M_tilde = self.curves.fiber_force_velocity_inverse.with_defaults(self._fv_M)
+        else:
+            fv_M_constants = symbols(f'c_0:4_fv_M_{self.name}')
+            self._v_M_tilde = self.curves.fiber_force_velocity_inverse(self._fv_M, *fv_M_constants)
+        self._dl_M_tilde_dt = (self._v_M_max/self._l_M_opt)*self._v_M_tilde
+
+        self._state_vars = Matrix([self._l_M_tilde])
+        self._input_vars = zeros(0, 1)
+        self._state_eqns = Matrix([self._dl_M_tilde_dt])
+        self._curve_constants = Matrix(
+            fl_T_constants
+            + fl_M_pas_constants
+            + fl_M_act_constants
+            + fv_M_constants
+        ) if not self._with_defaults else zeros(0, 1)
+
+    def _tendon_force_explicit_musculotendon_dynamics(self):
+        """Elastic tendon musculotendon using `F_T_tilde` as a state."""
+        self._F_T_tilde = dynamicsymbols(f'F_T_tilde_{self.name}')
+        self._l_MT = self.pathway.length
+        self._v_MT = self.pathway.extension_velocity
+        self._fl_T = self._F_T_tilde
+        if self._with_defaults:
+            self._fl_T_inv = self.curves.tendon_force_length_inverse.with_defaults(self._fl_T)
+        else:
+            fl_T_constants = symbols(f'c_0:4_fl_T_{self.name}')
+            self._fl_T_inv = self.curves.tendon_force_length_inverse(self._fl_T, *fl_T_constants)
+        self._l_T_tilde = self._fl_T_inv
+        self._l_T = self._l_T_tilde*self._l_T_slack
+        self._l_M = sqrt((self._l_MT - self._l_T)**2 + (self._l_M_opt*sin(self._alpha_opt))**2)
+        self._l_M_tilde = self._l_M/self._l_M_opt
+        if self._with_defaults:
+            self._fl_M_pas = self.curves.fiber_force_length_passive.with_defaults(self._l_M_tilde)
+            self._fl_M_act = self.curves.fiber_force_length_active.with_defaults(self._l_M_tilde)
+        else:
+            fl_M_pas_constants = symbols(f'c_0:2_fl_M_pas_{self.name}')
+            self._fl_M_pas = self.curves.fiber_force_length_passive(self._l_M_tilde, *fl_M_pas_constants)
+            fl_M_act_constants = symbols(f'c_0:12_fl_M_act_{self.name}')
+            self._fl_M_act = self.curves.fiber_force_length_active(self._l_M_tilde, *fl_M_act_constants)
+        self._cos_alpha = (self._l_MT - self._l_T)/self._l_M
+        self._F_T = self._F_T_tilde*self._F_M_max
+        self._F_M = self._F_T/self._cos_alpha
+        self._F_M_tilde = self._F_M/self._F_M_max
+        self._fv_M = (self._F_M_tilde - self._fl_M_pas)/(self.a*self._fl_M_act)
+        if self._with_defaults:
+            self._fv_M_inv = self.curves.fiber_force_velocity_inverse.with_defaults(self._fv_M)
+        else:
+            fv_M_constants = symbols(f'c_0:4_fv_M_{self.name}')
+            self._fv_M_inv = self.curves.fiber_force_velocity_inverse(self._fv_M, *fv_M_constants)
+        self._v_M_tilde = self._fv_M_inv
+        self._v_M = self._v_M_tilde*self._v_M_max
+        self._v_T = self._v_MT - (self._v_M/self._cos_alpha)
+        self._v_T_tilde = self._v_T/self._l_T_slack
+        if self._with_defaults:
+            self._fl_T = self.curves.tendon_force_length.with_defaults(self._l_T_tilde)
+        else:
+            self._fl_T = self.curves.tendon_force_length(self._l_T_tilde, *fl_T_constants)
+        self._dF_T_tilde_dt = self._fl_T.diff(dynamicsymbols._t).subs({self._l_T_tilde.diff(dynamicsymbols._t): self._v_T_tilde})
+
+        self._state_vars = Matrix([self._F_T_tilde])
+        self._input_vars = zeros(0, 1)
+        self._state_eqns = Matrix([self._dF_T_tilde_dt])
+        self._curve_constants = Matrix(
+            fl_T_constants
+            + fl_M_pas_constants
+            + fl_M_act_constants
+            + fv_M_constants
+        ) if not self._with_defaults else zeros(0, 1)
+
+    def _fiber_length_implicit_musculotendon_dynamics(self):
+        raise NotImplementedError
+
+    def _tendon_force_implicit_musculotendon_dynamics(self):
+        raise NotImplementedError
+
+    @property
+    def state_vars(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``x`` can also be used to access the same attribute.
+
+        """
+        state_vars = [self._state_vars]
+        for child in self._child_objects:
+            state_vars.append(child.state_vars)
+        return Matrix.vstack(*state_vars)
+
+    @property
+    def x(self):
+        """Ordered column matrix of functions of time that represent the state
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``state_vars`` can also be used to access the same attribute.
+
+        """
+        state_vars = [self._state_vars]
+        for child in self._child_objects:
+            state_vars.append(child.state_vars)
+        return Matrix.vstack(*state_vars)
+
+    @property
+    def input_vars(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``r`` can also be used to access the same attribute.
+
+        """
+        input_vars = [self._input_vars]
+        for child in self._child_objects:
+            input_vars.append(child.input_vars)
+        return Matrix.vstack(*input_vars)
+
+    @property
+    def r(self):
+        """Ordered column matrix of functions of time that represent the input
+        variables.
+
+        Explanation
+        ===========
+
+        The alias ``input_vars`` can also be used to access the same attribute.
+
+        """
+        input_vars = [self._input_vars]
+        for child in self._child_objects:
+            input_vars.append(child.input_vars)
+        return Matrix.vstack(*input_vars)
+
+    @property
+    def constants(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Explanation
+        ===========
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        The alias ``p`` can also be used to access the same attribute.
+
+        """
+        musculotendon_constants = [
+            self._l_T_slack,
+            self._F_M_max,
+            self._l_M_opt,
+            self._v_M_max,
+            self._alpha_opt,
+            self._beta,
+        ]
+        musculotendon_constants = [
+            c for c in musculotendon_constants if not c.is_number
+        ]
+        constants = [
+            Matrix(musculotendon_constants)
+            if musculotendon_constants
+            else zeros(0, 1)
+        ]
+        for child in self._child_objects:
+            constants.append(child.constants)
+        constants.append(self._curve_constants)
+        return Matrix.vstack(*constants)
+
+    @property
+    def p(self):
+        """Ordered column matrix of non-time varying symbols present in ``M``
+        and ``F``.
+
+        Explanation
+        ===========
+
+        Only symbolic constants are returned. If a numeric type (e.g. ``Float``)
+        has been used instead of ``Symbol`` for a constant then that attribute
+        will not be included in the matrix returned by this property. This is
+        because the primary use of this property attribute is to provide an
+        ordered sequence of the still-free symbols that require numeric values
+        during code generation.
+
+        The alias ``constants`` can also be used to access the same attribute.
+
+        """
+        musculotendon_constants = [
+            self._l_T_slack,
+            self._F_M_max,
+            self._l_M_opt,
+            self._v_M_max,
+            self._alpha_opt,
+            self._beta,
+        ]
+        musculotendon_constants = [
+            c for c in musculotendon_constants if not c.is_number
+        ]
+        constants = [
+            Matrix(musculotendon_constants)
+            if musculotendon_constants
+            else zeros(0, 1)
+        ]
+        for child in self._child_objects:
+            constants.append(child.constants)
+        constants.append(self._curve_constants)
+        return Matrix.vstack(*constants)
+
+    @property
+    def M(self):
+        """Ordered square matrix of coefficients on the LHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The square matrix that forms part of the LHS of the linear system of
+        ordinary differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear system has dimension 0 and therefore ``M`` is an empty square
+        ``Matrix`` with shape (0, 0).
+
+        """
+        M = [eye(len(self._state_vars))]
+        for child in self._child_objects:
+            M.append(child.M)
+        return diag(*M)
+
+    @property
+    def F(self):
+        """Ordered column matrix of equations on the RHS of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The column matrix that forms the RHS of the linear system of ordinary
+        differential equations governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear system has dimension 0 and therefore ``F`` is an empty column
+        ``Matrix`` with shape (0, 1).
+
+        """
+        F = [self._state_eqns]
+        for child in self._child_objects:
+            F.append(child.F)
+        return Matrix.vstack(*F)
+
+    def rhs(self):
+        """Ordered column matrix of equations for the solution of ``M x' = F``.
+
+        Explanation
+        ===========
+
+        The solution to the linear system of ordinary differential equations
+        governing the activation dynamics:
+
+        ``M(x, r, t, p) x' = F(x, r, t, p)``.
+
+        As zeroth-order activation dynamics have no state variables, this
+        linear has dimension 0 and therefore this method returns an empty
+        column ``Matrix`` with shape (0, 1).
+
+        """
+        is_explicit = (
+            MusculotendonFormulation.FIBER_LENGTH_EXPLICIT,
+            MusculotendonFormulation.TENDON_FORCE_EXPLICIT,
+        )
+        if self.musculotendon_dynamics is MusculotendonFormulation.RIGID_TENDON:
+            child_rhs = [child.rhs() for child in self._child_objects]
+            return Matrix.vstack(*child_rhs)
+        elif self.musculotendon_dynamics in is_explicit:
+            rhs = self._state_eqns
+            child_rhs = [child.rhs() for child in self._child_objects]
+            return Matrix.vstack(rhs, *child_rhs)
+        return self.M.solve(self.F)
+
+    def __repr__(self):
+        """Returns a string representation to reinstantiate the model."""
+        return (
+            f'{self.__class__.__name__}({self.name!r}, '
+            f'pathway={self.pathway!r}, '
+            f'activation_dynamics={self.activation_dynamics!r}, '
+            f'musculotendon_dynamics={self.musculotendon_dynamics}, '
+            f'tendon_slack_length={self._l_T_slack!r}, '
+            f'peak_isometric_force={self._F_M_max!r}, '
+            f'optimal_fiber_length={self._l_M_opt!r}, '
+            f'maximal_fiber_velocity={self._v_M_max!r}, '
+            f'optimal_pennation_angle={self._alpha_opt!r}, '
+            f'fiber_damping_coefficient={self._beta!r})'
+        )
+
+    def __str__(self):
+        """Returns a string representation of the expression for musculotendon
+        force."""
+        return str(self.force)
+
+
+class MusculotendonDeGroote2016(MusculotendonBase):
+    r"""Musculotendon model using the curves of De Groote et al., 2016 [1]_.
+
+    Examples
+    ========
+
+    This class models the musculotendon actuator parametrized by the
+    characteristic curves described in De Groote et al., 2016 [1]_. Like all
+    musculotendon models in SymPy's biomechanics module, it requires a pathway
+    to define its line of action. We'll begin by creating a simple
+    ``LinearPathway`` between two points that our musculotendon will follow.
+    We'll create a point ``O`` to represent the musculotendon's origin and
+    another ``I`` to represent its insertion.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import (LinearPathway, Point,
+    ...     ReferenceFrame, dynamicsymbols)
+
+    >>> N = ReferenceFrame('N')
+    >>> O, I = O, P = symbols('O, I', cls=Point)
+    >>> q, u = dynamicsymbols('q, u', real=True)
+    >>> I.set_pos(O, q*N.x)
+    >>> O.set_vel(N, 0)
+    >>> I.set_vel(N, u*N.x)
+    >>> pathway = LinearPathway(O, I)
+    >>> pathway.attachments
+    (O, I)
+    >>> pathway.length
+    Abs(q(t))
+    >>> pathway.extension_velocity
+    sign(q(t))*Derivative(q(t), t)
+
+    A musculotendon also takes an instance of an activation dynamics model as
+    this will be used to provide symbols for the activation in the formulation
+    of the musculotendon dynamics. We'll use an instance of
+    ``FirstOrderActivationDeGroote2016`` to represent first-order activation
+    dynamics. Note that a single name argument needs to be provided as SymPy
+    will use this as a suffix.
+
+    >>> from sympy.physics.biomechanics import FirstOrderActivationDeGroote2016
+
+    >>> activation = FirstOrderActivationDeGroote2016('muscle')
+    >>> activation.x
+    Matrix([[a_muscle(t)]])
+    >>> activation.r
+    Matrix([[e_muscle(t)]])
+    >>> activation.p
+    Matrix([
+    [tau_a_muscle],
+    [tau_d_muscle],
+    [    b_muscle]])
+    >>> activation.rhs()
+    Matrix([[((1/2 - tanh(b_muscle*(-a_muscle(t) + e_muscle(t)))/2)*(3*...]])
+
+    The musculotendon class requires symbols or values to be passed to represent
+    the constants in the musculotendon dynamics. We'll use SymPy's ``symbols``
+    function to create symbols for the maximum isometric force ``F_M_max``,
+    optimal fiber length ``l_M_opt``, tendon slack length ``l_T_slack``, maximum
+    fiber velocity ``v_M_max``, optimal pennation angle ``alpha_opt, and fiber
+    damping coefficient ``beta``.
+
+    >>> F_M_max = symbols('F_M_max', real=True)
+    >>> l_M_opt = symbols('l_M_opt', real=True)
+    >>> l_T_slack = symbols('l_T_slack', real=True)
+    >>> v_M_max = symbols('v_M_max', real=True)
+    >>> alpha_opt = symbols('alpha_opt', real=True)
+    >>> beta = symbols('beta', real=True)
+
+    We can then import the class ``MusculotendonDeGroote2016`` from the
+    biomechanics module and create an instance by passing in the various objects
+    we have previously instantiated. By default, a musculotendon model with
+    rigid tendon musculotendon dynamics will be created.
+
+    >>> from sympy.physics.biomechanics import MusculotendonDeGroote2016
+
+    >>> rigid_tendon_muscle = MusculotendonDeGroote2016(
+    ...     'muscle',
+    ...     pathway,
+    ...     activation,
+    ...     tendon_slack_length=l_T_slack,
+    ...     peak_isometric_force=F_M_max,
+    ...     optimal_fiber_length=l_M_opt,
+    ...     maximal_fiber_velocity=v_M_max,
+    ...     optimal_pennation_angle=alpha_opt,
+    ...     fiber_damping_coefficient=beta,
+    ... )
+
+    We can inspect the various properties of the musculotendon, including
+    getting the symbolic expression describing the force it produces using its
+    ``force`` attribute.
+
+    >>> rigid_tendon_muscle.force
+    -F_M_max*(beta*(-l_T_slack + Abs(q(t)))*sign(q(t))*Derivative(q(t), t)...
+
+    When we created the musculotendon object, we passed in an instance of an
+    activation dynamics object that governs the activation within the
+    musculotendon. SymPy makes a design choice here that the activation dynamics
+    instance will be treated as a child object of the musculotendon dynamics.
+    Therefore, if we want to inspect the state and input variables associated
+    with the musculotendon model, we will also be returned the state and input
+    variables associated with the child object, or the activation dynamics in
+    this case. As the musculotendon model that we created here uses rigid tendon
+    dynamics, no additional states or inputs relating to the musculotendon are
+    introduces. Consequently, the model has a single state associated with it,
+    the activation, and a single input associated with it, the excitation. The
+    states and inputs can be inspected using the ``x`` and ``r`` attributes
+    respectively. Note that both ``x`` and ``r`` have the alias attributes of
+    ``state_vars`` and ``input_vars``.
+
+    >>> rigid_tendon_muscle.x
+    Matrix([[a_muscle(t)]])
+    >>> rigid_tendon_muscle.r
+    Matrix([[e_muscle(t)]])
+
+    To see which constants are symbolic in the musculotendon model, we can use
+    the ``p`` or ``constants`` attribute. This returns a ``Matrix`` populated
+    by the constants that are represented by a ``Symbol`` rather than a numeric
+    value.
+
+    >>> rigid_tendon_muscle.p
+    Matrix([
+    [           l_T_slack],
+    [             F_M_max],
+    [             l_M_opt],
+    [             v_M_max],
+    [           alpha_opt],
+    [                beta],
+    [        tau_a_muscle],
+    [        tau_d_muscle],
+    [            b_muscle],
+    [     c_0_fl_T_muscle],
+    [     c_1_fl_T_muscle],
+    [     c_2_fl_T_muscle],
+    [     c_3_fl_T_muscle],
+    [ c_0_fl_M_pas_muscle],
+    [ c_1_fl_M_pas_muscle],
+    [ c_0_fl_M_act_muscle],
+    [ c_1_fl_M_act_muscle],
+    [ c_2_fl_M_act_muscle],
+    [ c_3_fl_M_act_muscle],
+    [ c_4_fl_M_act_muscle],
+    [ c_5_fl_M_act_muscle],
+    [ c_6_fl_M_act_muscle],
+    [ c_7_fl_M_act_muscle],
+    [ c_8_fl_M_act_muscle],
+    [ c_9_fl_M_act_muscle],
+    [c_10_fl_M_act_muscle],
+    [c_11_fl_M_act_muscle],
+    [     c_0_fv_M_muscle],
+    [     c_1_fv_M_muscle],
+    [     c_2_fv_M_muscle],
+    [     c_3_fv_M_muscle]])
+
+    Finally, we can call the ``rhs`` method to return a ``Matrix`` that
+    contains as its elements the righthand side of the ordinary differential
+    equations corresponding to each of the musculotendon's states. Like the
+    method with the same name on the ``Method`` classes in SymPy's mechanics
+    module, this returns a column vector where the number of rows corresponds to
+    the number of states. For our example here, we have a single state, the
+    dynamic symbol ``a_muscle(t)``, so the returned value is a 1-by-1
+    ``Matrix``.
+
+    >>> rigid_tendon_muscle.rhs()
+    Matrix([[((1/2 - tanh(b_muscle*(-a_muscle(t) + e_muscle(t)))/2)*(3*...]])
+
+    The musculotendon class supports elastic tendon musculotendon models in
+    addition to rigid tendon ones. You can choose to either use the fiber length
+    or tendon force as an additional state. You can also specify whether an
+    explicit or implicit formulation should be used. To select a formulation,
+    pass a member of the ``MusculotendonFormulation`` enumeration to the
+    ``musculotendon_dynamics`` parameter when calling the constructor. This
+    enumeration is an ``IntEnum``, so you can also pass an integer, however it
+    is recommended to use the enumeration as it is clearer which formulation you
+    are actually selecting. Below, we'll use the ``FIBER_LENGTH_EXPLICIT``
+    member to create a musculotendon with an elastic tendon that will use the
+    (normalized) muscle fiber length as an additional state and will produce
+    the governing ordinary differential equation in explicit form.
+
+    >>> from sympy.physics.biomechanics import MusculotendonFormulation
+
+    >>> elastic_tendon_muscle = MusculotendonDeGroote2016(
+    ...     'muscle',
+    ...     pathway,
+    ...     activation,
+    ...     musculotendon_dynamics=MusculotendonFormulation.FIBER_LENGTH_EXPLICIT,
+    ...     tendon_slack_length=l_T_slack,
+    ...     peak_isometric_force=F_M_max,
+    ...     optimal_fiber_length=l_M_opt,
+    ...     maximal_fiber_velocity=v_M_max,
+    ...     optimal_pennation_angle=alpha_opt,
+    ...     fiber_damping_coefficient=beta,
+    ... )
+
+    >>> elastic_tendon_muscle.force
+    -F_M_max*TendonForceLengthDeGroote2016((-sqrt(l_M_opt**2*...
+    >>> elastic_tendon_muscle.x
+    Matrix([
+    [l_M_tilde_muscle(t)],
+    [        a_muscle(t)]])
+    >>> elastic_tendon_muscle.r
+    Matrix([[e_muscle(t)]])
+    >>> elastic_tendon_muscle.p
+    Matrix([
+    [           l_T_slack],
+    [             F_M_max],
+    [             l_M_opt],
+    [             v_M_max],
+    [           alpha_opt],
+    [                beta],
+    [        tau_a_muscle],
+    [        tau_d_muscle],
+    [            b_muscle],
+    [     c_0_fl_T_muscle],
+    [     c_1_fl_T_muscle],
+    [     c_2_fl_T_muscle],
+    [     c_3_fl_T_muscle],
+    [ c_0_fl_M_pas_muscle],
+    [ c_1_fl_M_pas_muscle],
+    [ c_0_fl_M_act_muscle],
+    [ c_1_fl_M_act_muscle],
+    [ c_2_fl_M_act_muscle],
+    [ c_3_fl_M_act_muscle],
+    [ c_4_fl_M_act_muscle],
+    [ c_5_fl_M_act_muscle],
+    [ c_6_fl_M_act_muscle],
+    [ c_7_fl_M_act_muscle],
+    [ c_8_fl_M_act_muscle],
+    [ c_9_fl_M_act_muscle],
+    [c_10_fl_M_act_muscle],
+    [c_11_fl_M_act_muscle],
+    [     c_0_fv_M_muscle],
+    [     c_1_fv_M_muscle],
+    [     c_2_fv_M_muscle],
+    [     c_3_fv_M_muscle]])
+    >>> elastic_tendon_muscle.rhs()
+    Matrix([
+    [v_M_max*FiberForceVelocityInverseDeGroote2016((l_M_opt*...],
+    [ ((1/2 - tanh(b_muscle*(-a_muscle(t) + e_muscle(t)))/2)*(3*...]])
+
+    It is strongly recommended to use the alternate ``with_defaults``
+    constructor when creating an instance because this will ensure that the
+    published constants are used in the musculotendon characteristic curves.
+
+    >>> elastic_tendon_muscle = MusculotendonDeGroote2016.with_defaults(
+    ...     'muscle',
+    ...     pathway,
+    ...     activation,
+    ...     musculotendon_dynamics=MusculotendonFormulation.FIBER_LENGTH_EXPLICIT,
+    ...     tendon_slack_length=l_T_slack,
+    ...     peak_isometric_force=F_M_max,
+    ...     optimal_fiber_length=l_M_opt,
+    ... )
+
+    >>> elastic_tendon_muscle.x
+    Matrix([
+    [l_M_tilde_muscle(t)],
+    [        a_muscle(t)]])
+    >>> elastic_tendon_muscle.r
+    Matrix([[e_muscle(t)]])
+    >>> elastic_tendon_muscle.p
+    Matrix([
+    [   l_T_slack],
+    [     F_M_max],
+    [     l_M_opt],
+    [tau_a_muscle],
+    [tau_d_muscle],
+    [    b_muscle]])
+
+    Parameters
+    ==========
+
+    name : str
+        The name identifier associated with the musculotendon. This name is used
+        as a suffix when automatically generated symbols are instantiated. It
+        must be a string of nonzero length.
+    pathway : PathwayBase
+        The pathway that the actuator follows. This must be an instance of a
+        concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+    activation_dynamics : ActivationBase
+        The activation dynamics that will be modeled within the musculotendon.
+        This must be an instance of a concrete subclass of ``ActivationBase``,
+        e.g. ``FirstOrderActivationDeGroote2016``.
+    musculotendon_dynamics : MusculotendonFormulation | int
+        The formulation of musculotendon dynamics that should be used
+        internally, i.e. rigid or elastic tendon model, the choice of
+        musculotendon state etc. This must be a member of the integer
+        enumeration ``MusculotendonFormulation`` or an integer that can be cast
+        to a member. To use a rigid tendon formulation, set this to
+        ``MusculotendonFormulation.RIGID_TENDON`` (or the integer value ``0``,
+        which will be cast to the enumeration member). There are four possible
+        formulations for an elastic tendon model. To use an explicit formulation
+        with the fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_EXPLICIT`` (or the integer value
+        ``1``). To use an explicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_EXPLICIT``
+        (or the integer value ``2``). To use an implicit formulation with the
+        fiber length as the state, set this to
+        ``MusculotendonFormulation.FIBER_LENGTH_IMPLICIT`` (or the integer value
+        ``3``). To use an implicit formulation with the tendon force as the
+        state, set this to ``MusculotendonFormulation.TENDON_FORCE_IMPLICIT``
+        (or the integer value ``4``). The default is
+        ``MusculotendonFormulation.RIGID_TENDON``, which corresponds to a rigid
+        tendon formulation.
+    tendon_slack_length : Expr | None
+        The length of the tendon when the musculotendon is in its unloaded
+        state. In a rigid tendon model the tendon length is the tendon slack
+        length. In all musculotendon models, tendon slack length is used to
+        normalize tendon length to give
+        :math:`\tilde{l}^T = \frac{l^T}{l^T_{slack}}`.
+    peak_isometric_force : Expr | None
+        The maximum force that the muscle fiber can produce when it is
+        undergoing an isometric contraction (no lengthening velocity). In all
+        musculotendon models, peak isometric force is used to normalized tendon
+        and muscle fiber force to give
+        :math:`\tilde{F}^T = \frac{F^T}{F^M_{max}}`.
+    optimal_fiber_length : Expr | None
+        The muscle fiber length at which the muscle fibers produce no passive
+        force and their maximum active force. In all musculotendon models,
+        optimal fiber length is used to normalize muscle fiber length to give
+        :math:`\tilde{l}^M = \frac{l^M}{l^M_{opt}}`.
+    maximal_fiber_velocity : Expr | None
+        The fiber velocity at which, during muscle fiber shortening, the muscle
+        fibers are unable to produce any active force. In all musculotendon
+        models, maximal fiber velocity is used to normalize muscle fiber
+        extension velocity to give :math:`\tilde{v}^M = \frac{v^M}{v^M_{max}}`.
+    optimal_pennation_angle : Expr | None
+        The pennation angle when muscle fiber length equals the optimal fiber
+        length.
+    fiber_damping_coefficient : Expr | None
+        The coefficient of damping to be used in the damping element in the
+        muscle fiber model.
+    with_defaults : bool
+        Whether ``with_defaults`` alternate constructors should be used when
+        automatically constructing child classes. Default is ``False``.
+
+    References
+    ==========
+
+    .. [1] De Groote, F., Kinney, A. L., Rao, A. V., & Fregly, B. J., Evaluation
+           of direct collocation optimal control problem formulations for
+           solving the muscle redundancy problem, Annals of biomedical
+           engineering, 44(10), (2016) pp. 2922-2936
+
+    """
+
+    curves = CharacteristicCurveCollection(
+        tendon_force_length=TendonForceLengthDeGroote2016,
+        tendon_force_length_inverse=TendonForceLengthInverseDeGroote2016,
+        fiber_force_length_passive=FiberForceLengthPassiveDeGroote2016,
+        fiber_force_length_passive_inverse=FiberForceLengthPassiveInverseDeGroote2016,
+        fiber_force_length_active=FiberForceLengthActiveDeGroote2016,
+        fiber_force_velocity=FiberForceVelocityDeGroote2016,
+        fiber_force_velocity_inverse=FiberForceVelocityInverseDeGroote2016,
+    )

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/tests/test_activation.py

@@ -0,0 +1,348 @@
+"""Tests for the ``sympy.physics.biomechanics.activation.py`` module."""
+
+import pytest
+
+from sympy import Symbol
+from sympy.core.numbers import Float, Integer, Rational
+from sympy.functions.elementary.hyperbolic import tanh
+from sympy.matrices import Matrix
+from sympy.matrices.dense import zeros
+from sympy.physics.mechanics import dynamicsymbols
+from sympy.physics.biomechanics import (
+    ActivationBase,
+    FirstOrderActivationDeGroote2016,
+    ZerothOrderActivation,
+)
+from sympy.physics.biomechanics._mixin import _NamedMixin
+from sympy.simplify.simplify import simplify
+
+
+class TestZerothOrderActivation:
+
+    @staticmethod
+    def test_class():
+        assert issubclass(ZerothOrderActivation, ActivationBase)
+        assert issubclass(ZerothOrderActivation, _NamedMixin)
+        assert ZerothOrderActivation.__name__ == 'ZerothOrderActivation'
+
+    @pytest.fixture(autouse=True)
+    def _zeroth_order_activation_fixture(self):
+        self.name = 'name'
+        self.e = dynamicsymbols('e_name')
+        self.instance = ZerothOrderActivation(self.name)
+
+    def test_instance(self):
+        instance = ZerothOrderActivation(self.name)
+        assert isinstance(instance, ZerothOrderActivation)
+
+    def test_with_defaults(self):
+        instance = ZerothOrderActivation.with_defaults(self.name)
+        assert isinstance(instance, ZerothOrderActivation)
+        assert instance == ZerothOrderActivation(self.name)
+
+    def test_name(self):
+        assert hasattr(self.instance, 'name')
+        assert self.instance.name == self.name
+
+    def test_order(self):
+        assert hasattr(self.instance, 'order')
+        assert self.instance.order == 0
+
+    def test_excitation_attribute(self):
+        assert hasattr(self.instance, 'e')
+        assert hasattr(self.instance, 'excitation')
+        e_expected = dynamicsymbols('e_name')
+        assert self.instance.e == e_expected
+        assert self.instance.excitation == e_expected
+        assert self.instance.e is self.instance.excitation
+
+    def test_activation_attribute(self):
+        assert hasattr(self.instance, 'a')
+        assert hasattr(self.instance, 'activation')
+        a_expected = dynamicsymbols('e_name')
+        assert self.instance.a == a_expected
+        assert self.instance.activation == a_expected
+        assert self.instance.a is self.instance.activation is self.instance.e
+
+    def test_state_vars_attribute(self):
+        assert hasattr(self.instance, 'x')
+        assert hasattr(self.instance, 'state_vars')
+        assert self.instance.x == self.instance.state_vars
+        x_expected = zeros(0, 1)
+        assert self.instance.x == x_expected
+        assert self.instance.state_vars == x_expected
+        assert isinstance(self.instance.x, Matrix)
+        assert isinstance(self.instance.state_vars, Matrix)
+        assert self.instance.x.shape == (0, 1)
+        assert self.instance.state_vars.shape == (0, 1)
+
+    def test_input_vars_attribute(self):
+        assert hasattr(self.instance, 'r')
+        assert hasattr(self.instance, 'input_vars')
+        assert self.instance.r == self.instance.input_vars
+        r_expected = Matrix([self.e])
+        assert self.instance.r == r_expected
+        assert self.instance.input_vars == r_expected
+        assert isinstance(self.instance.r, Matrix)
+        assert isinstance(self.instance.input_vars, Matrix)
+        assert self.instance.r.shape == (1, 1)
+        assert self.instance.input_vars.shape == (1, 1)
+
+    def test_constants_attribute(self):
+        assert hasattr(self.instance, 'p')
+        assert hasattr(self.instance, 'constants')
+        assert self.instance.p == self.instance.constants
+        p_expected = zeros(0, 1)
+        assert self.instance.p == p_expected
+        assert self.instance.constants == p_expected
+        assert isinstance(self.instance.p, Matrix)
+        assert isinstance(self.instance.constants, Matrix)
+        assert self.instance.p.shape == (0, 1)
+        assert self.instance.constants.shape == (0, 1)
+
+    def test_M_attribute(self):
+        assert hasattr(self.instance, 'M')
+        M_expected = Matrix([])
+        assert self.instance.M == M_expected
+        assert isinstance(self.instance.M, Matrix)
+        assert self.instance.M.shape == (0, 0)
+
+    def test_F(self):
+        assert hasattr(self.instance, 'F')
+        F_expected = zeros(0, 1)
+        assert self.instance.F == F_expected
+        assert isinstance(self.instance.F, Matrix)
+        assert self.instance.F.shape == (0, 1)
+
+    def test_rhs(self):
+        assert hasattr(self.instance, 'rhs')
+        rhs_expected = zeros(0, 1)
+        rhs = self.instance.rhs()
+        assert rhs == rhs_expected
+        assert isinstance(rhs, Matrix)
+        assert rhs.shape == (0, 1)
+
+    def test_repr(self):
+        expected = 'ZerothOrderActivation(\'name\')'
+        assert repr(self.instance) == expected
+
+
+class TestFirstOrderActivationDeGroote2016:
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FirstOrderActivationDeGroote2016, ActivationBase)
+        assert issubclass(FirstOrderActivationDeGroote2016, _NamedMixin)
+        assert FirstOrderActivationDeGroote2016.__name__ == 'FirstOrderActivationDeGroote2016'
+
+    @pytest.fixture(autouse=True)
+    def _first_order_activation_de_groote_2016_fixture(self):
+        self.name = 'name'
+        self.e = dynamicsymbols('e_name')
+        self.a = dynamicsymbols('a_name')
+        self.tau_a = Symbol('tau_a')
+        self.tau_d = Symbol('tau_d')
+        self.b = Symbol('b')
+        self.instance = FirstOrderActivationDeGroote2016(
+            self.name,
+            self.tau_a,
+            self.tau_d,
+            self.b,
+        )
+
+    def test_instance(self):
+        instance = FirstOrderActivationDeGroote2016(self.name)
+        assert isinstance(instance, FirstOrderActivationDeGroote2016)
+
+    def test_with_defaults(self):
+        instance = FirstOrderActivationDeGroote2016.with_defaults(self.name)
+        assert isinstance(instance, FirstOrderActivationDeGroote2016)
+        assert instance.tau_a == Float('0.015')
+        assert instance.activation_time_constant == Float('0.015')
+        assert instance.tau_d == Float('0.060')
+        assert instance.deactivation_time_constant == Float('0.060')
+        assert instance.b == Float('10.0')
+        assert instance.smoothing_rate == Float('10.0')
+
+    def test_name(self):
+        assert hasattr(self.instance, 'name')
+        assert self.instance.name == self.name
+
+    def test_order(self):
+        assert hasattr(self.instance, 'order')
+        assert self.instance.order == 1
+
+    def test_excitation(self):
+        assert hasattr(self.instance, 'e')
+        assert hasattr(self.instance, 'excitation')
+        e_expected = dynamicsymbols('e_name')
+        assert self.instance.e == e_expected
+        assert self.instance.excitation == e_expected
+        assert self.instance.e is self.instance.excitation
+
+    def test_excitation_is_immutable(self):
+        with pytest.raises(AttributeError):
+            self.instance.e = None
+        with pytest.raises(AttributeError):
+            self.instance.excitation = None
+
+    def test_activation(self):
+        assert hasattr(self.instance, 'a')
+        assert hasattr(self.instance, 'activation')
+        a_expected = dynamicsymbols('a_name')
+        assert self.instance.a == a_expected
+        assert self.instance.activation == a_expected
+
+    def test_activation_is_immutable(self):
+        with pytest.raises(AttributeError):
+            self.instance.a = None
+        with pytest.raises(AttributeError):
+            self.instance.activation = None
+
+    @pytest.mark.parametrize(
+        'tau_a, expected',
+        [
+            (None, Symbol('tau_a_name')),
+            (Symbol('tau_a'), Symbol('tau_a')),
+            (Float('0.015'), Float('0.015')),
+        ]
+    )
+    def test_activation_time_constant(self, tau_a, expected):
+        instance = FirstOrderActivationDeGroote2016(
+            'name', activation_time_constant=tau_a,
+        )
+        assert instance.tau_a == expected
+        assert instance.activation_time_constant == expected
+        assert instance.tau_a is instance.activation_time_constant
+
+    def test_activation_time_constant_is_immutable(self):
+        with pytest.raises(AttributeError):
+            self.instance.tau_a = None
+        with pytest.raises(AttributeError):
+            self.instance.activation_time_constant = None
+
+    @pytest.mark.parametrize(
+        'tau_d, expected',
+        [
+            (None, Symbol('tau_d_name')),
+            (Symbol('tau_d'), Symbol('tau_d')),
+            (Float('0.060'), Float('0.060')),
+        ]
+    )
+    def test_deactivation_time_constant(self, tau_d, expected):
+        instance = FirstOrderActivationDeGroote2016(
+            'name', deactivation_time_constant=tau_d,
+        )
+        assert instance.tau_d == expected
+        assert instance.deactivation_time_constant == expected
+        assert instance.tau_d is instance.deactivation_time_constant
+
+    def test_deactivation_time_constant_is_immutable(self):
+        with pytest.raises(AttributeError):
+            self.instance.tau_d = None
+        with pytest.raises(AttributeError):
+            self.instance.deactivation_time_constant = None
+
+    @pytest.mark.parametrize(
+        'b, expected',
+        [
+            (None, Symbol('b_name')),
+            (Symbol('b'), Symbol('b')),
+            (Integer('10'), Integer('10')),
+        ]
+    )
+    def test_smoothing_rate(self, b, expected):
+        instance = FirstOrderActivationDeGroote2016(
+            'name', smoothing_rate=b,
+        )
+        assert instance.b == expected
+        assert instance.smoothing_rate == expected
+        assert instance.b is instance.smoothing_rate
+
+    def test_smoothing_rate_is_immutable(self):
+        with pytest.raises(AttributeError):
+            self.instance.b = None
+        with pytest.raises(AttributeError):
+            self.instance.smoothing_rate = None
+
+    def test_state_vars(self):
+        assert hasattr(self.instance, 'x')
+        assert hasattr(self.instance, 'state_vars')
+        assert self.instance.x == self.instance.state_vars
+        x_expected = Matrix([self.a])
+        assert self.instance.x == x_expected
+        assert self.instance.state_vars == x_expected
+        assert isinstance(self.instance.x, Matrix)
+        assert isinstance(self.instance.state_vars, Matrix)
+        assert self.instance.x.shape == (1, 1)
+        assert self.instance.state_vars.shape == (1, 1)
+
+    def test_input_vars(self):
+        assert hasattr(self.instance, 'r')
+        assert hasattr(self.instance, 'input_vars')
+        assert self.instance.r == self.instance.input_vars
+        r_expected = Matrix([self.e])
+        assert self.instance.r == r_expected
+        assert self.instance.input_vars == r_expected
+        assert isinstance(self.instance.r, Matrix)
+        assert isinstance(self.instance.input_vars, Matrix)
+        assert self.instance.r.shape == (1, 1)
+        assert self.instance.input_vars.shape == (1, 1)
+
+    def test_constants(self):
+        assert hasattr(self.instance, 'p')
+        assert hasattr(self.instance, 'constants')
+        assert self.instance.p == self.instance.constants
+        p_expected = Matrix([self.tau_a, self.tau_d, self.b])
+        assert self.instance.p == p_expected
+        assert self.instance.constants == p_expected
+        assert isinstance(self.instance.p, Matrix)
+        assert isinstance(self.instance.constants, Matrix)
+        assert self.instance.p.shape == (3, 1)
+        assert self.instance.constants.shape == (3, 1)
+
+    def test_M(self):
+        assert hasattr(self.instance, 'M')
+        M_expected = Matrix([1])
+        assert self.instance.M == M_expected
+        assert isinstance(self.instance.M, Matrix)
+        assert self.instance.M.shape == (1, 1)
+
+    def test_F(self):
+        assert hasattr(self.instance, 'F')
+        da_expr = (
+            ((1/(self.tau_a*(Rational(1, 2) + Rational(3, 2)*self.a)))
+            *(Rational(1, 2) + Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+            + ((Rational(1, 2) + Rational(3, 2)*self.a)/self.tau_d)
+            *(Rational(1, 2) - Rational(1, 2)*tanh(self.b*(self.e - self.a))))
+            *(self.e - self.a)
+        )
+        F_expected = Matrix([da_expr])
+        assert self.instance.F == F_expected
+        assert isinstance(self.instance.F, Matrix)
+        assert self.instance.F.shape == (1, 1)
+
+    def test_rhs(self):
+        assert hasattr(self.instance, 'rhs')
+        da_expr = (
+            ((1/(self.tau_a*(Rational(1, 2) + Rational(3, 2)*self.a)))
+            *(Rational(1, 2) + Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+            + ((Rational(1, 2) + Rational(3, 2)*self.a)/self.tau_d)
+            *(Rational(1, 2) - Rational(1, 2)*tanh(self.b*(self.e - self.a))))
+            *(self.e - self.a)
+        )
+        rhs_expected = Matrix([da_expr])
+        rhs = self.instance.rhs()
+        assert rhs == rhs_expected
+        assert isinstance(rhs, Matrix)
+        assert rhs.shape == (1, 1)
+        assert simplify(self.instance.M.solve(self.instance.F) - rhs) == zeros(1)
+
+    def test_repr(self):
+        expected = (
+            'FirstOrderActivationDeGroote2016(\'name\', '
+            'activation_time_constant=tau_a, '
+            'deactivation_time_constant=tau_d, '
+            'smoothing_rate=b)'
+        )
+        assert repr(self.instance) == expected

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/tests/test_curve.py

@@ -0,0 +1,1695 @@
+"""Tests for the ``sympy.physics.biomechanics.characteristic.py`` module."""
+
+import pytest
+
+from sympy.core.expr import UnevaluatedExpr
+from sympy.core.function import Function
+from sympy.core.numbers import Float, Integer
+from sympy.core.symbol import Symbol, symbols
+from sympy.external.importtools import import_module
+from sympy.functions.elementary.exponential import exp, log
+from sympy.functions.elementary.hyperbolic import cosh, sinh
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.physics.biomechanics.curve import (
+    CharacteristicCurveCollection,
+    CharacteristicCurveFunction,
+    FiberForceLengthActiveDeGroote2016,
+    FiberForceLengthPassiveDeGroote2016,
+    FiberForceLengthPassiveInverseDeGroote2016,
+    FiberForceVelocityDeGroote2016,
+    FiberForceVelocityInverseDeGroote2016,
+    TendonForceLengthDeGroote2016,
+    TendonForceLengthInverseDeGroote2016,
+)
+from sympy.printing.c import C89CodePrinter, C99CodePrinter, C11CodePrinter
+from sympy.printing.cxx import (
+    CXX98CodePrinter,
+    CXX11CodePrinter,
+    CXX17CodePrinter,
+)
+from sympy.printing.fortran import FCodePrinter
+from sympy.printing.lambdarepr import LambdaPrinter
+from sympy.printing.latex import LatexPrinter
+from sympy.printing.octave import OctaveCodePrinter
+from sympy.printing.numpy import (
+    CuPyPrinter,
+    JaxPrinter,
+    NumPyPrinter,
+    SciPyPrinter,
+)
+from sympy.printing.pycode import MpmathPrinter, PythonCodePrinter
+from sympy.utilities.lambdify import lambdify
+
+jax = import_module('jax')
+numpy = import_module('numpy')
+
+if jax:
+    jax.config.update('jax_enable_x64', True)
+
+
+class TestCharacteristicCurveFunction:
+
+    @staticmethod
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (C89CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (C99CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (C11CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (CXX98CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (CXX11CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (CXX17CodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (FCodePrinter, '      (a + b)*(c + d)*(e + f)'),
+            (OctaveCodePrinter, '(a + b).*(c + d).*(e + f)'),
+            (PythonCodePrinter, '(a + b)*(c + d)*(e + f)'),
+            (NumPyPrinter, '(a + b)*(c + d)*(e + f)'),
+            (SciPyPrinter, '(a + b)*(c + d)*(e + f)'),
+            (CuPyPrinter, '(a + b)*(c + d)*(e + f)'),
+            (JaxPrinter, '(a + b)*(c + d)*(e + f)'),
+            (MpmathPrinter, '(a + b)*(c + d)*(e + f)'),
+            (LambdaPrinter, '(a + b)*(c + d)*(e + f)'),
+        ]
+    )
+    def test_print_code_parenthesize(code_printer, expected):
+
+        class ExampleFunction(CharacteristicCurveFunction):
+
+            @classmethod
+            def eval(cls, a, b):
+                pass
+
+            def doit(self, **kwargs):
+                a, b = self.args
+                return a + b
+
+        a, b, c, d, e, f = symbols('a, b, c, d, e, f')
+        f1 = ExampleFunction(a, b)
+        f2 = ExampleFunction(c, d)
+        f3 = ExampleFunction(e, f)
+        assert code_printer().doprint(f1*f2*f3) == expected
+
+
+class TestTendonForceLengthDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _tendon_force_length_arguments_fixture(self):
+        self.l_T_tilde = Symbol('l_T_tilde')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.c2 = Symbol('c_2')
+        self.c3 = Symbol('c_3')
+        self.constants = (self.c0, self.c1, self.c2, self.c3)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(TendonForceLengthDeGroote2016, Function)
+        assert issubclass(TendonForceLengthDeGroote2016, CharacteristicCurveFunction)
+        assert TendonForceLengthDeGroote2016.__name__ == 'TendonForceLengthDeGroote2016'
+
+    def test_instance(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        assert isinstance(fl_T, TendonForceLengthDeGroote2016)
+        assert str(fl_T) == 'TendonForceLengthDeGroote2016(l_T_tilde, c_0, c_1, c_2, c_3)'
+
+    def test_doit(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants).doit()
+        assert fl_T == self.c0*exp(self.c3*(self.l_T_tilde - self.c1)) - self.c2
+
+    def test_doit_evaluate_false(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants).doit(evaluate=False)
+        assert fl_T == self.c0*exp(self.c3*UnevaluatedExpr(self.l_T_tilde - self.c1)) - self.c2
+
+    def test_with_defaults(self):
+        constants = (
+            Float('0.2'),
+            Float('0.995'),
+            Float('0.25'),
+            Float('33.93669377311689'),
+        )
+        fl_T_manual = TendonForceLengthDeGroote2016(self.l_T_tilde, *constants)
+        fl_T_constants = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        assert fl_T_manual == fl_T_constants
+
+    def test_differentiate_wrt_l_T_tilde(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = self.c0*self.c3*exp(self.c3*UnevaluatedExpr(-self.c1 + self.l_T_tilde))
+        assert fl_T.diff(self.l_T_tilde) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = exp(self.c3*UnevaluatedExpr(-self.c1 + self.l_T_tilde))
+        assert fl_T.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = -self.c0*self.c3*exp(self.c3*UnevaluatedExpr(self.l_T_tilde - self.c1))
+        assert fl_T.diff(self.c1) == expected
+
+    def test_differentiate_wrt_c2(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = Integer(-1)
+        assert fl_T.diff(self.c2) == expected
+
+    def test_differentiate_wrt_c3(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = self.c0*(self.l_T_tilde - self.c1)*exp(self.c3*UnevaluatedExpr(self.l_T_tilde - self.c1))
+        assert fl_T.diff(self.c3) == expected
+
+    def test_inverse(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        assert fl_T.inverse() is TendonForceLengthInverseDeGroote2016
+
+    def test_function_print_latex(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = r'\operatorname{fl}^T \left( l_{T tilde} \right)'
+        assert LatexPrinter().doprint(fl_T) == expected
+
+    def test_expression_print_latex(self):
+        fl_T = TendonForceLengthDeGroote2016(self.l_T_tilde, *self.constants)
+        expected = r'c_{0} e^{c_{3} \left(- c_{1} + l_{T tilde}\right)} - c_{2}'
+        assert LatexPrinter().doprint(fl_T.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(-0.25 + 0.20000000000000001*exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                C99CodePrinter,
+                '(-0.25 + 0.20000000000000001*exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                C11CodePrinter,
+                '(-0.25 + 0.20000000000000001*exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(-0.25 + 0.20000000000000001*exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(-0.25 + 0.20000000000000001*std::exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(-0.25 + 0.20000000000000001*std::exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                FCodePrinter,
+                '      (-0.25d0 + 0.2d0*exp(33.93669377311689d0*(l_T_tilde - 0.995d0)))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(-0.25 + 0.2*exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                PythonCodePrinter,
+                '(-0.25 + 0.2*math.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                NumPyPrinter,
+                '(-0.25 + 0.2*numpy.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                SciPyPrinter,
+                '(-0.25 + 0.2*numpy.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                CuPyPrinter,
+                '(-0.25 + 0.2*cupy.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                JaxPrinter,
+                '(-0.25 + 0.2*jax.numpy.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+            (
+                MpmathPrinter,
+                '(mpmath.mpf((1, 1, -2, 1)) + mpmath.mpf((0, 3602879701896397, -54, 52))'
+                '*mpmath.exp(mpmath.mpf((0, 9552330089424741, -48, 54))*(l_T_tilde + '
+                'mpmath.mpf((1, 8962163258467287, -53, 53)))))',
+            ),
+            (
+                LambdaPrinter,
+                '(-0.25 + 0.2*math.exp(33.93669377311689*(l_T_tilde - 0.995)))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fl_T = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        assert code_printer().doprint(fl_T) == expected
+
+    def test_derivative_print_code(self):
+        fl_T = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        dfl_T_dl_T_tilde = fl_T.diff(self.l_T_tilde)
+        expected = '6.787338754623378*math.exp(33.93669377311689*(l_T_tilde - 0.995))'
+        assert PythonCodePrinter().doprint(dfl_T_dl_T_tilde) == expected
+
+    def test_lambdify(self):
+        fl_T = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        fl_T_callable = lambdify(self.l_T_tilde, fl_T)
+        assert fl_T_callable(1.0) == pytest.approx(-0.013014055039221595)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fl_T = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        fl_T_callable = lambdify(self.l_T_tilde, fl_T, 'numpy')
+        l_T_tilde = numpy.array([0.95, 1.0, 1.01, 1.05])
+        expected = numpy.array([
+            -0.2065693181344816,
+            -0.0130140550392216,
+            0.0827421191989246,
+            1.04314889144172,
+        ])
+        numpy.testing.assert_allclose(fl_T_callable(l_T_tilde), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fl_T = TendonForceLengthDeGroote2016.with_defaults(self.l_T_tilde)
+        fl_T_callable = jax.jit(lambdify(self.l_T_tilde, fl_T, 'jax'))
+        l_T_tilde = jax.numpy.array([0.95, 1.0, 1.01, 1.05])
+        expected = jax.numpy.array([
+            -0.2065693181344816,
+            -0.0130140550392216,
+            0.0827421191989246,
+            1.04314889144172,
+        ])
+        numpy.testing.assert_allclose(fl_T_callable(l_T_tilde), expected)
+
+
+class TestTendonForceLengthInverseDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _tendon_force_length_inverse_arguments_fixture(self):
+        self.fl_T = Symbol('fl_T')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.c2 = Symbol('c_2')
+        self.c3 = Symbol('c_3')
+        self.constants = (self.c0, self.c1, self.c2, self.c3)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(TendonForceLengthInverseDeGroote2016, Function)
+        assert issubclass(TendonForceLengthInverseDeGroote2016, CharacteristicCurveFunction)
+        assert TendonForceLengthInverseDeGroote2016.__name__ == 'TendonForceLengthInverseDeGroote2016'
+
+    def test_instance(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        assert isinstance(fl_T_inv, TendonForceLengthInverseDeGroote2016)
+        assert str(fl_T_inv) == 'TendonForceLengthInverseDeGroote2016(fl_T, c_0, c_1, c_2, c_3)'
+
+    def test_doit(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants).doit()
+        assert fl_T_inv == log((self.fl_T + self.c2)/self.c0)/self.c3 + self.c1
+
+    def test_doit_evaluate_false(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants).doit(evaluate=False)
+        assert fl_T_inv == log(UnevaluatedExpr((self.fl_T + self.c2)/self.c0))/self.c3 + self.c1
+
+    def test_with_defaults(self):
+        constants = (
+            Float('0.2'),
+            Float('0.995'),
+            Float('0.25'),
+            Float('33.93669377311689'),
+        )
+        fl_T_inv_manual = TendonForceLengthInverseDeGroote2016(self.fl_T, *constants)
+        fl_T_inv_constants = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        assert fl_T_inv_manual == fl_T_inv_constants
+
+    def test_differentiate_wrt_fl_T(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = 1/(self.c3*(self.fl_T + self.c2))
+        assert fl_T_inv.diff(self.fl_T) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = -1/(self.c0*self.c3)
+        assert fl_T_inv.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = Integer(1)
+        assert fl_T_inv.diff(self.c1) == expected
+
+    def test_differentiate_wrt_c2(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = 1/(self.c3*(self.fl_T + self.c2))
+        assert fl_T_inv.diff(self.c2) == expected
+
+    def test_differentiate_wrt_c3(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = -log(UnevaluatedExpr((self.fl_T + self.c2)/self.c0))/self.c3**2
+        assert fl_T_inv.diff(self.c3) == expected
+
+    def test_inverse(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        assert fl_T_inv.inverse() is TendonForceLengthDeGroote2016
+
+    def test_function_print_latex(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = r'\left( \operatorname{fl}^T \right)^{-1} \left( fl_{T} \right)'
+        assert LatexPrinter().doprint(fl_T_inv) == expected
+
+    def test_expression_print_latex(self):
+        fl_T = TendonForceLengthInverseDeGroote2016(self.fl_T, *self.constants)
+        expected = r'c_{1} + \frac{\log{\left(\frac{c_{2} + fl_{T}}{c_{0}} \right)}}{c_{3}}'
+        assert LatexPrinter().doprint(fl_T.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(0.995 + 0.029466630034306838*log(5.0*fl_T + 1.25))',
+            ),
+            (
+                C99CodePrinter,
+                '(0.995 + 0.029466630034306838*log(5.0*fl_T + 1.25))',
+            ),
+            (
+                C11CodePrinter,
+                '(0.995 + 0.029466630034306838*log(5.0*fl_T + 1.25))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(0.995 + 0.029466630034306838*log(5.0*fl_T + 1.25))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(0.995 + 0.029466630034306838*std::log(5.0*fl_T + 1.25))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(0.995 + 0.029466630034306838*std::log(5.0*fl_T + 1.25))',
+            ),
+            (
+                FCodePrinter,
+                '      (0.995d0 + 0.02946663003430684d0*log(5.0d0*fl_T + 1.25d0))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(0.995 + 0.02946663003430684*log(5.0*fl_T + 1.25))',
+            ),
+            (
+                PythonCodePrinter,
+                '(0.995 + 0.02946663003430684*math.log(5.0*fl_T + 1.25))',
+            ),
+            (
+                NumPyPrinter,
+                '(0.995 + 0.02946663003430684*numpy.log(5.0*fl_T + 1.25))',
+            ),
+            (
+                SciPyPrinter,
+                '(0.995 + 0.02946663003430684*numpy.log(5.0*fl_T + 1.25))',
+            ),
+            (
+                CuPyPrinter,
+                '(0.995 + 0.02946663003430684*cupy.log(5.0*fl_T + 1.25))',
+            ),
+            (
+                JaxPrinter,
+                '(0.995 + 0.02946663003430684*jax.numpy.log(5.0*fl_T + 1.25))',
+            ),
+            (
+                MpmathPrinter,
+                '(mpmath.mpf((0, 8962163258467287, -53, 53))'
+                ' + mpmath.mpf((0, 33972711434846347, -60, 55))'
+                '*mpmath.log(mpmath.mpf((0, 5, 0, 3))*fl_T + mpmath.mpf((0, 5, -2, 3))))',
+            ),
+            (
+                LambdaPrinter,
+                '(0.995 + 0.02946663003430684*math.log(5.0*fl_T + 1.25))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        assert code_printer().doprint(fl_T_inv) == expected
+
+    def test_derivative_print_code(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        dfl_T_inv_dfl_T = fl_T_inv.diff(self.fl_T)
+        expected = '1/(33.93669377311689*fl_T + 8.484173443279222)'
+        assert PythonCodePrinter().doprint(dfl_T_inv_dfl_T) == expected
+
+    def test_lambdify(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        fl_T_inv_callable = lambdify(self.fl_T, fl_T_inv)
+        assert fl_T_inv_callable(0.0) == pytest.approx(1.0015752885)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        fl_T_inv_callable = lambdify(self.fl_T, fl_T_inv, 'numpy')
+        fl_T = numpy.array([-0.2, -0.01, 0.0, 1.01, 1.02, 1.05])
+        expected = numpy.array([
+            0.9541505769,
+            1.0003724019,
+            1.0015752885,
+            1.0492347951,
+            1.0494677341,
+            1.0501557022,
+        ])
+        numpy.testing.assert_allclose(fl_T_inv_callable(fl_T), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fl_T_inv = TendonForceLengthInverseDeGroote2016.with_defaults(self.fl_T)
+        fl_T_inv_callable = jax.jit(lambdify(self.fl_T, fl_T_inv, 'jax'))
+        fl_T = jax.numpy.array([-0.2, -0.01, 0.0, 1.01, 1.02, 1.05])
+        expected = jax.numpy.array([
+            0.9541505769,
+            1.0003724019,
+            1.0015752885,
+            1.0492347951,
+            1.0494677341,
+            1.0501557022,
+        ])
+        numpy.testing.assert_allclose(fl_T_inv_callable(fl_T), expected)
+
+
+class TestFiberForceLengthPassiveDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _fiber_force_length_passive_arguments_fixture(self):
+        self.l_M_tilde = Symbol('l_M_tilde')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.constants = (self.c0, self.c1)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FiberForceLengthPassiveDeGroote2016, Function)
+        assert issubclass(FiberForceLengthPassiveDeGroote2016, CharacteristicCurveFunction)
+        assert FiberForceLengthPassiveDeGroote2016.__name__ == 'FiberForceLengthPassiveDeGroote2016'
+
+    def test_instance(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        assert isinstance(fl_M_pas, FiberForceLengthPassiveDeGroote2016)
+        assert str(fl_M_pas) == 'FiberForceLengthPassiveDeGroote2016(l_M_tilde, c_0, c_1)'
+
+    def test_doit(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants).doit()
+        assert fl_M_pas == (exp((self.c1*(self.l_M_tilde - 1))/self.c0) - 1)/(exp(self.c1) - 1)
+
+    def test_doit_evaluate_false(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants).doit(evaluate=False)
+        assert fl_M_pas == (exp((self.c1*UnevaluatedExpr(self.l_M_tilde - 1))/self.c0) - 1)/(exp(self.c1) - 1)
+
+    def test_with_defaults(self):
+        constants = (
+            Float('0.6'),
+            Float('4.0'),
+        )
+        fl_M_pas_manual = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *constants)
+        fl_M_pas_constants = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        assert fl_M_pas_manual == fl_M_pas_constants
+
+    def test_differentiate_wrt_l_M_tilde(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = self.c1*exp(self.c1*UnevaluatedExpr(self.l_M_tilde - 1)/self.c0)/(self.c0*(exp(self.c1) - 1))
+        assert fl_M_pas.diff(self.l_M_tilde) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            -self.c1*exp(self.c1*UnevaluatedExpr(self.l_M_tilde - 1)/self.c0)
+            *UnevaluatedExpr(self.l_M_tilde - 1)/(self.c0**2*(exp(self.c1) - 1))
+        )
+        assert fl_M_pas.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            -exp(self.c1)*(-1 + exp(self.c1*UnevaluatedExpr(self.l_M_tilde - 1)/self.c0))/(exp(self.c1) - 1)**2
+            + exp(self.c1*UnevaluatedExpr(self.l_M_tilde - 1)/self.c0)*(self.l_M_tilde - 1)/(self.c0*(exp(self.c1) - 1))
+        )
+        assert fl_M_pas.diff(self.c1) == expected
+
+    def test_inverse(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        assert fl_M_pas.inverse() is FiberForceLengthPassiveInverseDeGroote2016
+
+    def test_function_print_latex(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = r'\operatorname{fl}^M_{pas} \left( l_{M tilde} \right)'
+        assert LatexPrinter().doprint(fl_M_pas) == expected
+
+    def test_expression_print_latex(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = r'\frac{e^{\frac{c_{1} \left(l_{M tilde} - 1\right)}{c_{0}}} - 1}{e^{c_{1}} - 1}'
+        assert LatexPrinter().doprint(fl_M_pas.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(0.01865736036377405*(-1 + exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                C99CodePrinter,
+                '(0.01865736036377405*(-1 + exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                C11CodePrinter,
+                '(0.01865736036377405*(-1 + exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(0.01865736036377405*(-1 + exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(0.01865736036377405*(-1 + std::exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(0.01865736036377405*(-1 + std::exp(6.666666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                FCodePrinter,
+                '      (0.0186573603637741d0*(-1 + exp(6.666666666666667d0*(l_M_tilde - 1\n'
+                '     @ ))))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(0.0186573603637741*(-1 + exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                PythonCodePrinter,
+                '(0.0186573603637741*(-1 + math.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                NumPyPrinter,
+                '(0.0186573603637741*(-1 + numpy.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                SciPyPrinter,
+                '(0.0186573603637741*(-1 + numpy.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                CuPyPrinter,
+                '(0.0186573603637741*(-1 + cupy.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                JaxPrinter,
+                '(0.0186573603637741*(-1 + jax.numpy.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+            (
+                MpmathPrinter,
+                '(mpmath.mpf((0, 672202249456079, -55, 50))*(-1 + mpmath.exp('
+                'mpmath.mpf((0, 7505999378950827, -50, 53))*(l_M_tilde - 1))))',
+            ),
+            (
+                LambdaPrinter,
+                '(0.0186573603637741*(-1 + math.exp(6.66666666666667*(l_M_tilde - 1))))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        assert code_printer().doprint(fl_M_pas) == expected
+
+    def test_derivative_print_code(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_pas_dl_M_tilde = fl_M_pas.diff(self.l_M_tilde)
+        expected = '0.12438240242516*math.exp(6.66666666666667*(l_M_tilde - 1))'
+        assert PythonCodePrinter().doprint(fl_M_pas_dl_M_tilde) == expected
+
+    def test_lambdify(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_pas_callable = lambdify(self.l_M_tilde, fl_M_pas)
+        assert fl_M_pas_callable(1.0) == pytest.approx(0.0)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_pas_callable = lambdify(self.l_M_tilde, fl_M_pas, 'numpy')
+        l_M_tilde = numpy.array([0.5, 0.8, 0.9, 1.0, 1.1, 1.2, 1.5])
+        expected = numpy.array([
+            -0.0179917778,
+            -0.0137393336,
+            -0.0090783522,
+            0.0,
+            0.0176822155,
+            0.0521224686,
+            0.5043387669,
+        ])
+        numpy.testing.assert_allclose(fl_M_pas_callable(l_M_tilde), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fl_M_pas = FiberForceLengthPassiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_pas_callable = jax.jit(lambdify(self.l_M_tilde, fl_M_pas, 'jax'))
+        l_M_tilde = jax.numpy.array([0.5, 0.8, 0.9, 1.0, 1.1, 1.2, 1.5])
+        expected = jax.numpy.array([
+            -0.0179917778,
+            -0.0137393336,
+            -0.0090783522,
+            0.0,
+            0.0176822155,
+            0.0521224686,
+            0.5043387669,
+        ])
+        numpy.testing.assert_allclose(fl_M_pas_callable(l_M_tilde), expected)
+
+
+class TestFiberForceLengthPassiveInverseDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _fiber_force_length_passive_arguments_fixture(self):
+        self.fl_M_pas = Symbol('fl_M_pas')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.constants = (self.c0, self.c1)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FiberForceLengthPassiveInverseDeGroote2016, Function)
+        assert issubclass(FiberForceLengthPassiveInverseDeGroote2016, CharacteristicCurveFunction)
+        assert FiberForceLengthPassiveInverseDeGroote2016.__name__ == 'FiberForceLengthPassiveInverseDeGroote2016'
+
+    def test_instance(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        assert isinstance(fl_M_pas_inv, FiberForceLengthPassiveInverseDeGroote2016)
+        assert str(fl_M_pas_inv) == 'FiberForceLengthPassiveInverseDeGroote2016(fl_M_pas, c_0, c_1)'
+
+    def test_doit(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants).doit()
+        assert fl_M_pas_inv == self.c0*log(self.fl_M_pas*(exp(self.c1) - 1) + 1)/self.c1 + 1
+
+    def test_doit_evaluate_false(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants).doit(evaluate=False)
+        assert fl_M_pas_inv == self.c0*log(UnevaluatedExpr(self.fl_M_pas*(exp(self.c1) - 1)) + 1)/self.c1 + 1
+
+    def test_with_defaults(self):
+        constants = (
+            Float('0.6'),
+            Float('4.0'),
+        )
+        fl_M_pas_inv_manual = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *constants)
+        fl_M_pas_inv_constants = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        assert fl_M_pas_inv_manual == fl_M_pas_inv_constants
+
+    def test_differentiate_wrt_fl_T(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        expected = self.c0*(exp(self.c1) - 1)/(self.c1*(self.fl_M_pas*(exp(self.c1) - 1) + 1))
+        assert fl_M_pas_inv.diff(self.fl_M_pas) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        expected = log(self.fl_M_pas*(exp(self.c1) - 1) + 1)/self.c1
+        assert fl_M_pas_inv.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        expected = (
+            self.c0*self.fl_M_pas*exp(self.c1)/(self.c1*(self.fl_M_pas*(exp(self.c1) - 1) + 1))
+            - self.c0*log(self.fl_M_pas*(exp(self.c1) - 1) + 1)/self.c1**2
+        )
+        assert fl_M_pas_inv.diff(self.c1) == expected
+
+    def test_inverse(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        assert fl_M_pas_inv.inverse() is FiberForceLengthPassiveDeGroote2016
+
+    def test_function_print_latex(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        expected = r'\left( \operatorname{fl}^M_{pas} \right)^{-1} \left( fl_{M pas} \right)'
+        assert LatexPrinter().doprint(fl_M_pas_inv) == expected
+
+    def test_expression_print_latex(self):
+        fl_T = FiberForceLengthPassiveInverseDeGroote2016(self.fl_M_pas, *self.constants)
+        expected = r'\frac{c_{0} \log{\left(fl_{M pas} \left(e^{c_{1}} - 1\right) + 1 \right)}}{c_{1}} + 1'
+        assert LatexPrinter().doprint(fl_T.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(1 + 0.14999999999999999*log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                C99CodePrinter,
+                '(1 + 0.14999999999999999*log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                C11CodePrinter,
+                '(1 + 0.14999999999999999*log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(1 + 0.14999999999999999*log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(1 + 0.14999999999999999*std::log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(1 + 0.14999999999999999*std::log(1 + 53.598150033144236*fl_M_pas))',
+            ),
+            (
+                FCodePrinter,
+                '      (1 + 0.15d0*log(1.0d0 + 53.5981500331442d0*fl_M_pas))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(1 + 0.15*log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                PythonCodePrinter,
+                '(1 + 0.15*math.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                NumPyPrinter,
+                '(1 + 0.15*numpy.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                SciPyPrinter,
+                '(1 + 0.15*numpy.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                CuPyPrinter,
+                '(1 + 0.15*cupy.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                JaxPrinter,
+                '(1 + 0.15*jax.numpy.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+            (
+                MpmathPrinter,
+                '(1 + mpmath.mpf((0, 5404319552844595, -55, 53))*mpmath.log(1 '
+                '+ mpmath.mpf((0, 942908627019595, -44, 50))*fl_M_pas))',
+            ),
+            (
+                LambdaPrinter,
+                '(1 + 0.15*math.log(1 + 53.5981500331442*fl_M_pas))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        assert code_printer().doprint(fl_M_pas_inv) == expected
+
+    def test_derivative_print_code(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        dfl_M_pas_inv_dfl_T = fl_M_pas_inv.diff(self.fl_M_pas)
+        expected = '32.1588900198865/(214.392600132577*fl_M_pas + 4.0)'
+        assert PythonCodePrinter().doprint(dfl_M_pas_inv_dfl_T) == expected
+
+    def test_lambdify(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        fl_M_pas_inv_callable = lambdify(self.fl_M_pas, fl_M_pas_inv)
+        assert fl_M_pas_inv_callable(0.0) == pytest.approx(1.0)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        fl_M_pas_inv_callable = lambdify(self.fl_M_pas, fl_M_pas_inv, 'numpy')
+        fl_M_pas = numpy.array([-0.01, 0.0, 0.01, 0.02, 0.05, 0.1])
+        expected = numpy.array([
+            0.8848253714,
+            1.0,
+            1.0643754386,
+            1.1092744701,
+            1.1954331425,
+            1.2774998934,
+        ])
+        numpy.testing.assert_allclose(fl_M_pas_inv_callable(fl_M_pas), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fl_M_pas_inv = FiberForceLengthPassiveInverseDeGroote2016.with_defaults(self.fl_M_pas)
+        fl_M_pas_inv_callable = jax.jit(lambdify(self.fl_M_pas, fl_M_pas_inv, 'jax'))
+        fl_M_pas = jax.numpy.array([-0.01, 0.0, 0.01, 0.02, 0.05, 0.1])
+        expected = jax.numpy.array([
+            0.8848253714,
+            1.0,
+            1.0643754386,
+            1.1092744701,
+            1.1954331425,
+            1.2774998934,
+        ])
+        numpy.testing.assert_allclose(fl_M_pas_inv_callable(fl_M_pas), expected)
+
+
+class TestFiberForceLengthActiveDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _fiber_force_length_active_arguments_fixture(self):
+        self.l_M_tilde = Symbol('l_M_tilde')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.c2 = Symbol('c_2')
+        self.c3 = Symbol('c_3')
+        self.c4 = Symbol('c_4')
+        self.c5 = Symbol('c_5')
+        self.c6 = Symbol('c_6')
+        self.c7 = Symbol('c_7')
+        self.c8 = Symbol('c_8')
+        self.c9 = Symbol('c_9')
+        self.c10 = Symbol('c_10')
+        self.c11 = Symbol('c_11')
+        self.constants = (
+            self.c0, self.c1, self.c2, self.c3, self.c4, self.c5,
+            self.c6, self.c7, self.c8, self.c9, self.c10, self.c11,
+        )
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FiberForceLengthActiveDeGroote2016, Function)
+        assert issubclass(FiberForceLengthActiveDeGroote2016, CharacteristicCurveFunction)
+        assert FiberForceLengthActiveDeGroote2016.__name__ == 'FiberForceLengthActiveDeGroote2016'
+
+    def test_instance(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        assert isinstance(fl_M_act, FiberForceLengthActiveDeGroote2016)
+        assert str(fl_M_act) == (
+            'FiberForceLengthActiveDeGroote2016(l_M_tilde, c_0, c_1, c_2, c_3, '
+            'c_4, c_5, c_6, c_7, c_8, c_9, c_10, c_11)'
+        )
+
+    def test_doit(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants).doit()
+        assert fl_M_act == (
+            self.c0*exp(-(((self.l_M_tilde - self.c1)/(self.c2 + self.c3*self.l_M_tilde))**2)/2)
+            + self.c4*exp(-(((self.l_M_tilde - self.c5)/(self.c6 + self.c7*self.l_M_tilde))**2)/2)
+            + self.c8*exp(-(((self.l_M_tilde - self.c9)/(self.c10 + self.c11*self.l_M_tilde))**2)/2)
+        )
+
+    def test_doit_evaluate_false(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants).doit(evaluate=False)
+        assert fl_M_act == (
+            self.c0*exp(-((UnevaluatedExpr(self.l_M_tilde - self.c1)/(self.c2 + self.c3*self.l_M_tilde))**2)/2)
+            + self.c4*exp(-((UnevaluatedExpr(self.l_M_tilde - self.c5)/(self.c6 + self.c7*self.l_M_tilde))**2)/2)
+            + self.c8*exp(-((UnevaluatedExpr(self.l_M_tilde - self.c9)/(self.c10 + self.c11*self.l_M_tilde))**2)/2)
+        )
+
+    def test_with_defaults(self):
+        constants = (
+            Float('0.814'),
+            Float('1.06'),
+            Float('0.162'),
+            Float('0.0633'),
+            Float('0.433'),
+            Float('0.717'),
+            Float('-0.0299'),
+            Float('0.2'),
+            Float('0.1'),
+            Float('1.0'),
+            Float('0.354'),
+            Float('0.0'),
+        )
+        fl_M_act_manual = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *constants)
+        fl_M_act_constants = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        assert fl_M_act_manual == fl_M_act_constants
+
+    def test_differentiate_wrt_l_M_tilde(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c0*(
+                self.c3*(self.l_M_tilde - self.c1)**2/(self.c2 + self.c3*self.l_M_tilde)**3
+                + (self.c1 - self.l_M_tilde)/((self.c2 + self.c3*self.l_M_tilde)**2)
+            )*exp(-(self.l_M_tilde - self.c1)**2/(2*(self.c2 + self.c3*self.l_M_tilde)**2))
+            + self.c4*(
+                self.c7*(self.l_M_tilde - self.c5)**2/(self.c6 + self.c7*self.l_M_tilde)**3
+                + (self.c5 - self.l_M_tilde)/((self.c6 + self.c7*self.l_M_tilde)**2)
+            )*exp(-(self.l_M_tilde - self.c5)**2/(2*(self.c6 + self.c7*self.l_M_tilde)**2))
+            + self.c8*(
+                self.c11*(self.l_M_tilde - self.c9)**2/(self.c10 + self.c11*self.l_M_tilde)**3
+                + (self.c9 - self.l_M_tilde)/((self.c10 + self.c11*self.l_M_tilde)**2)
+            )*exp(-(self.l_M_tilde - self.c9)**2/(2*(self.c10 + self.c11*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.l_M_tilde) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = exp(-(self.l_M_tilde - self.c1)**2/(2*(self.c2 + self.c3*self.l_M_tilde)**2))
+        assert fl_M_act.doit().diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c0*(self.l_M_tilde - self.c1)/(self.c2 + self.c3*self.l_M_tilde)**2
+            *exp(-(self.l_M_tilde - self.c1)**2/(2*(self.c2 + self.c3*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c1) == expected
+
+    def test_differentiate_wrt_c2(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c0*(self.l_M_tilde - self.c1)**2/(self.c2 + self.c3*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c1)**2/(2*(self.c2 + self.c3*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c2) == expected
+
+    def test_differentiate_wrt_c3(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c0*self.l_M_tilde*(self.l_M_tilde - self.c1)**2/(self.c2 + self.c3*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c1)**2/(2*(self.c2 + self.c3*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c3) == expected
+
+    def test_differentiate_wrt_c4(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = exp(-(self.l_M_tilde - self.c5)**2/(2*(self.c6 + self.c7*self.l_M_tilde)**2))
+        assert fl_M_act.diff(self.c4) == expected
+
+    def test_differentiate_wrt_c5(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c4*(self.l_M_tilde - self.c5)/(self.c6 + self.c7*self.l_M_tilde)**2
+            *exp(-(self.l_M_tilde - self.c5)**2/(2*(self.c6 + self.c7*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c5) == expected
+
+    def test_differentiate_wrt_c6(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c4*(self.l_M_tilde - self.c5)**2/(self.c6 + self.c7*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c5)**2/(2*(self.c6 + self.c7*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c6) == expected
+
+    def test_differentiate_wrt_c7(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c4*self.l_M_tilde*(self.l_M_tilde - self.c5)**2/(self.c6 + self.c7*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c5)**2/(2*(self.c6 + self.c7*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c7) == expected
+
+    def test_differentiate_wrt_c8(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = exp(-(self.l_M_tilde - self.c9)**2/(2*(self.c10 + self.c11*self.l_M_tilde)**2))
+        assert fl_M_act.diff(self.c8) == expected
+
+    def test_differentiate_wrt_c9(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c8*(self.l_M_tilde - self.c9)/(self.c10 + self.c11*self.l_M_tilde)**2
+            *exp(-(self.l_M_tilde - self.c9)**2/(2*(self.c10 + self.c11*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c9) == expected
+
+    def test_differentiate_wrt_c10(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c8*(self.l_M_tilde - self.c9)**2/(self.c10 + self.c11*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c9)**2/(2*(self.c10 + self.c11*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c10) == expected
+
+    def test_differentiate_wrt_c11(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            self.c8*self.l_M_tilde*(self.l_M_tilde - self.c9)**2/(self.c10 + self.c11*self.l_M_tilde)**3
+            *exp(-(self.l_M_tilde - self.c9)**2/(2*(self.c10 + self.c11*self.l_M_tilde)**2))
+        )
+        assert fl_M_act.diff(self.c11) == expected
+
+    def test_function_print_latex(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = r'\operatorname{fl}^M_{act} \left( l_{M tilde} \right)'
+        assert LatexPrinter().doprint(fl_M_act) == expected
+
+    def test_expression_print_latex(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016(self.l_M_tilde, *self.constants)
+        expected = (
+            r'c_{0} e^{- \frac{\left(- c_{1} + l_{M tilde}\right)^{2}}{2 \left(c_{2} + c_{3} l_{M tilde}\right)^{2}}} '
+            r'+ c_{4} e^{- \frac{\left(- c_{5} + l_{M tilde}\right)^{2}}{2 \left(c_{6} + c_{7} l_{M tilde}\right)^{2}}} '
+            r'+ c_{8} e^{- \frac{\left(- c_{9} + l_{M tilde}\right)^{2}}{2 \left(c_{10} + c_{11} l_{M tilde}\right)^{2}}}'
+        )
+        assert LatexPrinter().doprint(fl_M_act.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                (
+                    '(0.81399999999999995*exp(-1.0/2.0*pow(l_M_tilde - 1.0600000000000001, 2)/pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*exp(-1.0/2.0*pow(l_M_tilde - 0.71699999999999997, 2)/pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*exp(-3.9899134986753491*pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                C99CodePrinter,
+                (
+                    '(0.81399999999999995*exp(-1.0/2.0*pow(l_M_tilde - 1.0600000000000001, 2)/pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*exp(-1.0/2.0*pow(l_M_tilde - 0.71699999999999997, 2)/pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*exp(-3.9899134986753491*pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                C11CodePrinter,
+                (
+                    '(0.81399999999999995*exp(-1.0/2.0*pow(l_M_tilde - 1.0600000000000001, 2)/pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*exp(-1.0/2.0*pow(l_M_tilde - 0.71699999999999997, 2)/pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*exp(-3.9899134986753491*pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                CXX98CodePrinter,
+                (
+                    '(0.81399999999999995*exp(-1.0/2.0*std::pow(l_M_tilde - 1.0600000000000001, 2)/std::pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*exp(-1.0/2.0*std::pow(l_M_tilde - 0.71699999999999997, 2)/std::pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*exp(-3.9899134986753491*std::pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                CXX11CodePrinter,
+                (
+                    '(0.81399999999999995*std::exp(-1.0/2.0*std::pow(l_M_tilde - 1.0600000000000001, 2)/std::pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*std::exp(-1.0/2.0*std::pow(l_M_tilde - 0.71699999999999997, 2)/std::pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*std::exp(-3.9899134986753491*std::pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                CXX17CodePrinter,
+                (
+                    '(0.81399999999999995*std::exp(-1.0/2.0*std::pow(l_M_tilde - 1.0600000000000001, 2)/std::pow(0.063299999999999995*l_M_tilde + 0.16200000000000001, 2)) + 0.433*std::exp(-1.0/2.0*std::pow(l_M_tilde - 0.71699999999999997, 2)/std::pow(0.20000000000000001*l_M_tilde - 0.029899999999999999, 2)) + 0.10000000000000001*std::exp(-3.9899134986753491*std::pow(l_M_tilde - 1.0, 2)))'
+                ),
+            ),
+            (
+                FCodePrinter,
+                (
+                    '      (0.814d0*exp(-0.5d0*(l_M_tilde - 1.06d0)**2/(\n'
+                    '     @ 0.063299999999999995d0*l_M_tilde + 0.16200000000000001d0)**2) +\n'
+                    '     @ 0.433d0*exp(-0.5d0*(l_M_tilde - 0.717d0)**2/(\n'
+                    '     @ 0.20000000000000001d0*l_M_tilde - 0.029899999999999999d0)**2) +\n'
+                    '     @ 0.1d0*exp(-3.9899134986753491d0*(l_M_tilde - 1.0d0)**2))'
+                ),
+            ),
+            (
+                OctaveCodePrinter,
+                (
+                    '(0.814*exp(-(l_M_tilde - 1.06).^2./(2*(0.0633*l_M_tilde + 0.162).^2)) + 0.433*exp(-(l_M_tilde - 0.717).^2./(2*(0.2*l_M_tilde - 0.0299).^2)) + 0.1*exp(-3.98991349867535*(l_M_tilde - 1.0).^2))'
+                ),
+            ),
+            (
+                PythonCodePrinter,
+                (
+                    '(0.814*math.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*math.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*math.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+            (
+                NumPyPrinter,
+                (
+                    '(0.814*numpy.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*numpy.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*numpy.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+            (
+                SciPyPrinter,
+                (
+                    '(0.814*numpy.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*numpy.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*numpy.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+            (
+                CuPyPrinter,
+                (
+                    '(0.814*cupy.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*cupy.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*cupy.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+            (
+                JaxPrinter,
+                (
+                    '(0.814*jax.numpy.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*jax.numpy.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*jax.numpy.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+            (
+                MpmathPrinter,
+                (
+                    '(mpmath.mpf((0, 7331860193359167, -53, 53))*mpmath.exp(-mpmath.mpf(1)/mpmath.mpf(2)*(l_M_tilde + mpmath.mpf((1, 2386907802506363, -51, 52)))**2/(mpmath.mpf((0, 2280622851300419, -55, 52))*l_M_tilde + mpmath.mpf((0, 5836665117072163, -55, 53)))**2) + mpmath.mpf((0, 7800234554605699, -54, 53))*mpmath.exp(-mpmath.mpf(1)/mpmath.mpf(2)*(l_M_tilde + mpmath.mpf((1, 6458161865649291, -53, 53)))**2/(mpmath.mpf((0, 3602879701896397, -54, 52))*l_M_tilde + mpmath.mpf((1, 8618088246936181, -58, 53)))**2) + mpmath.mpf((0, 3602879701896397, -55, 52))*mpmath.exp(-mpmath.mpf((0, 8984486472937407, -51, 53))*(l_M_tilde + mpmath.mpf((1, 1, 0, 1)))**2))'
+                ),
+            ),
+            (
+                LambdaPrinter,
+                (
+                    '(0.814*math.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2) + 0.433*math.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + 0.1*math.exp(-3.98991349867535*(l_M_tilde - 1.0)**2))'
+                ),
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fl_M_act = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        assert code_printer().doprint(fl_M_act) == expected
+
+    def test_derivative_print_code(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_act_dl_M_tilde = fl_M_act.diff(self.l_M_tilde)
+        expected = (
+            '(0.79798269973507 - 0.79798269973507*l_M_tilde)*math.exp(-3.98991349867535*(l_M_tilde - 1.0)**2) + (0.433*(0.717 - l_M_tilde)/(0.2*l_M_tilde - 0.0299)**2 + 0.0866*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**3)*math.exp(-1/2*(l_M_tilde - 0.717)**2/(0.2*l_M_tilde - 0.0299)**2) + (0.814*(1.06 - l_M_tilde)/(0.0633*l_M_tilde + 0.162)**2 + 0.0515262*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**3)*math.exp(-1/2*(l_M_tilde - 1.06)**2/(0.0633*l_M_tilde + 0.162)**2)'
+        )
+        assert PythonCodePrinter().doprint(fl_M_act_dl_M_tilde) == expected
+
+    def test_lambdify(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_act_callable = lambdify(self.l_M_tilde, fl_M_act)
+        assert fl_M_act_callable(1.0) == pytest.approx(0.9941398866)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_act_callable = lambdify(self.l_M_tilde, fl_M_act, 'numpy')
+        l_M_tilde = numpy.array([0.0, 0.5, 1.0, 1.5, 2.0])
+        expected = numpy.array([
+            0.0018501319,
+            0.0529122812,
+            0.9941398866,
+            0.2312431531,
+            0.0069595432,
+        ])
+        numpy.testing.assert_allclose(fl_M_act_callable(l_M_tilde), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fl_M_act = FiberForceLengthActiveDeGroote2016.with_defaults(self.l_M_tilde)
+        fl_M_act_callable = jax.jit(lambdify(self.l_M_tilde, fl_M_act, 'jax'))
+        l_M_tilde = jax.numpy.array([0.0, 0.5, 1.0, 1.5, 2.0])
+        expected = jax.numpy.array([
+            0.0018501319,
+            0.0529122812,
+            0.9941398866,
+            0.2312431531,
+            0.0069595432,
+        ])
+        numpy.testing.assert_allclose(fl_M_act_callable(l_M_tilde), expected)
+
+
+class TestFiberForceVelocityDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _muscle_fiber_force_velocity_arguments_fixture(self):
+        self.v_M_tilde = Symbol('v_M_tilde')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.c2 = Symbol('c_2')
+        self.c3 = Symbol('c_3')
+        self.constants = (self.c0, self.c1, self.c2, self.c3)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FiberForceVelocityDeGroote2016, Function)
+        assert issubclass(FiberForceVelocityDeGroote2016, CharacteristicCurveFunction)
+        assert FiberForceVelocityDeGroote2016.__name__ == 'FiberForceVelocityDeGroote2016'
+
+    def test_instance(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        assert isinstance(fv_M, FiberForceVelocityDeGroote2016)
+        assert str(fv_M) == 'FiberForceVelocityDeGroote2016(v_M_tilde, c_0, c_1, c_2, c_3)'
+
+    def test_doit(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants).doit()
+        expected = (
+            self.c0 * log((self.c1 * self.v_M_tilde + self.c2)
+            + sqrt((self.c1 * self.v_M_tilde + self.c2)**2 + 1)) + self.c3
+        )
+        assert fv_M == expected
+
+    def test_doit_evaluate_false(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants).doit(evaluate=False)
+        expected = (
+            self.c0 * log((self.c1 * self.v_M_tilde + self.c2)
+            + sqrt(UnevaluatedExpr(self.c1 * self.v_M_tilde + self.c2)**2 + 1)) + self.c3
+        )
+        assert fv_M == expected
+
+    def test_with_defaults(self):
+        constants = (
+            Float('-0.318'),
+            Float('-8.149'),
+            Float('-0.374'),
+            Float('0.886'),
+        )
+        fv_M_manual = FiberForceVelocityDeGroote2016(self.v_M_tilde, *constants)
+        fv_M_constants = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        assert fv_M_manual == fv_M_constants
+
+    def test_differentiate_wrt_v_M_tilde(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = (
+            self.c0*self.c1
+            /sqrt(UnevaluatedExpr(self.c1*self.v_M_tilde + self.c2)**2 + 1)
+        )
+        assert fv_M.diff(self.v_M_tilde) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = log(
+            self.c1*self.v_M_tilde + self.c2
+            + sqrt(UnevaluatedExpr(self.c1*self.v_M_tilde + self.c2)**2 + 1)
+        )
+        assert fv_M.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = (
+            self.c0*self.v_M_tilde
+            /sqrt(UnevaluatedExpr(self.c1*self.v_M_tilde + self.c2)**2 + 1)
+        )
+        assert fv_M.diff(self.c1) == expected
+
+    def test_differentiate_wrt_c2(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = (
+            self.c0
+            /sqrt(UnevaluatedExpr(self.c1*self.v_M_tilde + self.c2)**2 + 1)
+        )
+        assert fv_M.diff(self.c2) == expected
+
+    def test_differentiate_wrt_c3(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = Integer(1)
+        assert fv_M.diff(self.c3) == expected
+
+    def test_inverse(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        assert fv_M.inverse() is FiberForceVelocityInverseDeGroote2016
+
+    def test_function_print_latex(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = r'\operatorname{fv}^M \left( v_{M tilde} \right)'
+        assert LatexPrinter().doprint(fv_M) == expected
+
+    def test_expression_print_latex(self):
+        fv_M = FiberForceVelocityDeGroote2016(self.v_M_tilde, *self.constants)
+        expected = (
+            r'c_{0} \log{\left(c_{1} v_{M tilde} + c_{2} + \sqrt{\left(c_{1} '
+            r'v_{M tilde} + c_{2}\right)^{2} + 1} \right)} + c_{3}'
+        )
+        assert LatexPrinter().doprint(fv_M.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(0.88600000000000001 - 0.318*log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + sqrt(1 + pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                C99CodePrinter,
+                '(0.88600000000000001 - 0.318*log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + sqrt(1 + pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                C11CodePrinter,
+                '(0.88600000000000001 - 0.318*log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + sqrt(1 + pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(0.88600000000000001 - 0.318*log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + std::sqrt(1 + std::pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(0.88600000000000001 - 0.318*std::log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + std::sqrt(1 + std::pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(0.88600000000000001 - 0.318*std::log(-8.1489999999999991*v_M_tilde '
+                '- 0.374 + std::sqrt(1 + std::pow(-8.1489999999999991*v_M_tilde - 0.374, 2))))',
+            ),
+            (
+                FCodePrinter,
+                '      (0.886d0 - 0.318d0*log(-8.1489999999999991d0*v_M_tilde - 0.374d0 +\n'
+                '     @ sqrt(1.0d0 + (-8.149d0*v_M_tilde - 0.374d0)**2)))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(0.886 - 0.318*log(-8.149*v_M_tilde - 0.374 '
+                '+ sqrt(1 + (-8.149*v_M_tilde - 0.374).^2)))',
+            ),
+            (
+                PythonCodePrinter,
+                '(0.886 - 0.318*math.log(-8.149*v_M_tilde - 0.374 '
+                '+ math.sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+            (
+                NumPyPrinter,
+                '(0.886 - 0.318*numpy.log(-8.149*v_M_tilde - 0.374 '
+                '+ numpy.sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+            (
+                SciPyPrinter,
+                '(0.886 - 0.318*numpy.log(-8.149*v_M_tilde - 0.374 '
+                '+ numpy.sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+            (
+                CuPyPrinter,
+                '(0.886 - 0.318*cupy.log(-8.149*v_M_tilde - 0.374 '
+                '+ cupy.sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+            (
+                JaxPrinter,
+                '(0.886 - 0.318*jax.numpy.log(-8.149*v_M_tilde - 0.374 '
+                '+ jax.numpy.sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+            (
+                MpmathPrinter,
+                '(mpmath.mpf((0, 7980378539700519, -53, 53)) '
+                '- mpmath.mpf((0, 5728578726015271, -54, 53))'
+                '*mpmath.log(-mpmath.mpf((0, 4587479170430271, -49, 53))*v_M_tilde '
+                '+ mpmath.mpf((1, 3368692521273131, -53, 52)) '
+                '+ mpmath.sqrt(1 + (-mpmath.mpf((0, 4587479170430271, -49, 53))*v_M_tilde '
+                '+ mpmath.mpf((1, 3368692521273131, -53, 52)))**2)))',
+            ),
+            (
+                LambdaPrinter,
+                '(0.886 - 0.318*math.log(-8.149*v_M_tilde - 0.374 '
+                '+ sqrt(1 + (-8.149*v_M_tilde - 0.374)**2)))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fv_M = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        assert code_printer().doprint(fv_M) == expected
+
+    def test_derivative_print_code(self):
+        fv_M = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        dfv_M_dv_M_tilde = fv_M.diff(self.v_M_tilde)
+        expected = '2.591382*(1 + (-8.149*v_M_tilde - 0.374)**2)**(-1/2)'
+        assert PythonCodePrinter().doprint(dfv_M_dv_M_tilde) == expected
+
+    def test_lambdify(self):
+        fv_M = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        fv_M_callable = lambdify(self.v_M_tilde, fv_M)
+        assert fv_M_callable(0.0) == pytest.approx(1.002320622548512)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fv_M = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        fv_M_callable = lambdify(self.v_M_tilde, fv_M, 'numpy')
+        v_M_tilde = numpy.array([-1.0, -0.5, 0.0, 0.5])
+        expected = numpy.array([
+            0.0120816781,
+            0.2438336294,
+            1.0023206225,
+            1.5850003903,
+        ])
+        numpy.testing.assert_allclose(fv_M_callable(v_M_tilde), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fv_M = FiberForceVelocityDeGroote2016.with_defaults(self.v_M_tilde)
+        fv_M_callable = jax.jit(lambdify(self.v_M_tilde, fv_M, 'jax'))
+        v_M_tilde = jax.numpy.array([-1.0, -0.5, 0.0, 0.5])
+        expected = jax.numpy.array([
+            0.0120816781,
+            0.2438336294,
+            1.0023206225,
+            1.5850003903,
+        ])
+        numpy.testing.assert_allclose(fv_M_callable(v_M_tilde), expected)
+
+
+class TestFiberForceVelocityInverseDeGroote2016:
+
+    @pytest.fixture(autouse=True)
+    def _tendon_force_length_inverse_arguments_fixture(self):
+        self.fv_M = Symbol('fv_M')
+        self.c0 = Symbol('c_0')
+        self.c1 = Symbol('c_1')
+        self.c2 = Symbol('c_2')
+        self.c3 = Symbol('c_3')
+        self.constants = (self.c0, self.c1, self.c2, self.c3)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(FiberForceVelocityInverseDeGroote2016, Function)
+        assert issubclass(FiberForceVelocityInverseDeGroote2016, CharacteristicCurveFunction)
+        assert FiberForceVelocityInverseDeGroote2016.__name__ == 'FiberForceVelocityInverseDeGroote2016'
+
+    def test_instance(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        assert isinstance(fv_M_inv, FiberForceVelocityInverseDeGroote2016)
+        assert str(fv_M_inv) == 'FiberForceVelocityInverseDeGroote2016(fv_M, c_0, c_1, c_2, c_3)'
+
+    def test_doit(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants).doit()
+        assert fv_M_inv == (sinh((self.fv_M - self.c3)/self.c0) - self.c2)/self.c1
+
+    def test_doit_evaluate_false(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants).doit(evaluate=False)
+        assert fv_M_inv == (sinh(UnevaluatedExpr(self.fv_M - self.c3)/self.c0) - self.c2)/self.c1
+
+    def test_with_defaults(self):
+        constants = (
+            Float('-0.318'),
+            Float('-8.149'),
+            Float('-0.374'),
+            Float('0.886'),
+        )
+        fv_M_inv_manual = FiberForceVelocityInverseDeGroote2016(self.fv_M, *constants)
+        fv_M_inv_constants = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        assert fv_M_inv_manual == fv_M_inv_constants
+
+    def test_differentiate_wrt_fv_M(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = cosh((self.fv_M - self.c3)/self.c0)/(self.c0*self.c1)
+        assert fv_M_inv.diff(self.fv_M) == expected
+
+    def test_differentiate_wrt_c0(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = (self.c3 - self.fv_M)*cosh((self.fv_M - self.c3)/self.c0)/(self.c0**2*self.c1)
+        assert fv_M_inv.diff(self.c0) == expected
+
+    def test_differentiate_wrt_c1(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = (self.c2 - sinh((self.fv_M - self.c3)/self.c0))/self.c1**2
+        assert fv_M_inv.diff(self.c1) == expected
+
+    def test_differentiate_wrt_c2(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = -1/self.c1
+        assert fv_M_inv.diff(self.c2) == expected
+
+    def test_differentiate_wrt_c3(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = -cosh((self.fv_M - self.c3)/self.c0)/(self.c0*self.c1)
+        assert fv_M_inv.diff(self.c3) == expected
+
+    def test_inverse(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        assert fv_M_inv.inverse() is FiberForceVelocityDeGroote2016
+
+    def test_function_print_latex(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = r'\left( \operatorname{fv}^M \right)^{-1} \left( fv_{M} \right)'
+        assert LatexPrinter().doprint(fv_M_inv) == expected
+
+    def test_expression_print_latex(self):
+        fv_M = FiberForceVelocityInverseDeGroote2016(self.fv_M, *self.constants)
+        expected = r'\frac{- c_{2} + \sinh{\left(\frac{- c_{3} + fv_{M}}{c_{0}} \right)}}{c_{1}}'
+        assert LatexPrinter().doprint(fv_M.doit()) == expected
+
+    @pytest.mark.parametrize(
+        'code_printer, expected',
+        [
+            (
+                C89CodePrinter,
+                '(-0.12271444348999878*(0.374 - sinh(3.1446540880503142*(fv_M '
+                '- 0.88600000000000001))))',
+            ),
+            (
+                C99CodePrinter,
+                '(-0.12271444348999878*(0.374 - sinh(3.1446540880503142*(fv_M '
+                '- 0.88600000000000001))))',
+            ),
+            (
+                C11CodePrinter,
+                '(-0.12271444348999878*(0.374 - sinh(3.1446540880503142*(fv_M '
+                '- 0.88600000000000001))))',
+            ),
+            (
+                CXX98CodePrinter,
+                '(-0.12271444348999878*(0.374 - sinh(3.1446540880503142*(fv_M '
+                '- 0.88600000000000001))))',
+            ),
+            (
+                CXX11CodePrinter,
+                '(-0.12271444348999878*(0.374 - std::sinh(3.1446540880503142'
+                '*(fv_M - 0.88600000000000001))))',
+            ),
+            (
+                CXX17CodePrinter,
+                '(-0.12271444348999878*(0.374 - std::sinh(3.1446540880503142'
+                '*(fv_M - 0.88600000000000001))))',
+            ),
+            (
+                FCodePrinter,
+                '      (-0.122714443489999d0*(0.374d0 - sinh(3.1446540880503142d0*(fv_M -\n'
+                '     @ 0.886d0))))',
+            ),
+            (
+                OctaveCodePrinter,
+                '(-0.122714443489999*(0.374 - sinh(3.14465408805031*(fv_M '
+                '- 0.886))))',
+            ),
+            (
+                PythonCodePrinter,
+                '(-0.122714443489999*(0.374 - math.sinh(3.14465408805031*(fv_M '
+                '- 0.886))))',
+            ),
+            (
+                NumPyPrinter,
+                '(-0.122714443489999*(0.374 - numpy.sinh(3.14465408805031'
+                '*(fv_M - 0.886))))',
+            ),
+            (
+                SciPyPrinter,
+                '(-0.122714443489999*(0.374 - numpy.sinh(3.14465408805031'
+                '*(fv_M - 0.886))))',
+            ),
+            (
+                CuPyPrinter,
+                '(-0.122714443489999*(0.374 - cupy.sinh(3.14465408805031*(fv_M '
+                '- 0.886))))',
+            ),
+            (
+                JaxPrinter,
+                '(-0.122714443489999*(0.374 - jax.numpy.sinh(3.14465408805031'
+                '*(fv_M - 0.886))))',
+            ),
+            (
+                MpmathPrinter,
+                '(-mpmath.mpf((0, 8842507551592581, -56, 53))*(mpmath.mpf((0, '
+                '3368692521273131, -53, 52)) - mpmath.sinh(mpmath.mpf((0, '
+                '7081131489576251, -51, 53))*(fv_M + mpmath.mpf((1, '
+                '7980378539700519, -53, 53))))))',
+            ),
+            (
+                LambdaPrinter,
+                '(-0.122714443489999*(0.374 - math.sinh(3.14465408805031*(fv_M '
+                '- 0.886))))',
+            ),
+        ]
+    )
+    def test_print_code(self, code_printer, expected):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        assert code_printer().doprint(fv_M_inv) == expected
+
+    def test_derivative_print_code(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        dfv_M_inv_dfv_M = fv_M_inv.diff(self.fv_M)
+        expected = (
+            '0.385894476383644*math.cosh(3.14465408805031*fv_M '
+            '- 2.78616352201258)'
+        )
+        assert PythonCodePrinter().doprint(dfv_M_inv_dfv_M) == expected
+
+    def test_lambdify(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        fv_M_inv_callable = lambdify(self.fv_M, fv_M_inv)
+        assert fv_M_inv_callable(1.0) == pytest.approx(-0.0009548832444487479)
+
+    @pytest.mark.skipif(numpy is None, reason='NumPy not installed')
+    def test_lambdify_numpy(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        fv_M_inv_callable = lambdify(self.fv_M, fv_M_inv, 'numpy')
+        fv_M = numpy.array([0.8, 0.9, 1.0, 1.1, 1.2])
+        expected = numpy.array([
+            -0.0794881459,
+            -0.0404909338,
+            -0.0009548832,
+            0.043061991,
+            0.0959484397,
+        ])
+        numpy.testing.assert_allclose(fv_M_inv_callable(fv_M), expected)
+
+    @pytest.mark.skipif(jax is None, reason='JAX not installed')
+    def test_lambdify_jax(self):
+        fv_M_inv = FiberForceVelocityInverseDeGroote2016.with_defaults(self.fv_M)
+        fv_M_inv_callable = jax.jit(lambdify(self.fv_M, fv_M_inv, 'jax'))
+        fv_M = jax.numpy.array([0.8, 0.9, 1.0, 1.1, 1.2])
+        expected = jax.numpy.array([
+            -0.0794881459,
+            -0.0404909338,
+            -0.0009548832,
+            0.043061991,
+            0.0959484397,
+        ])
+        numpy.testing.assert_allclose(fv_M_inv_callable(fv_M), expected)
+
+
+class TestCharacteristicCurveCollection:
+
+    @staticmethod
+    def test_valid_constructor():
+        curves = CharacteristicCurveCollection(
+            tendon_force_length=TendonForceLengthDeGroote2016,
+            tendon_force_length_inverse=TendonForceLengthInverseDeGroote2016,
+            fiber_force_length_passive=FiberForceLengthPassiveDeGroote2016,
+            fiber_force_length_passive_inverse=FiberForceLengthPassiveInverseDeGroote2016,
+            fiber_force_length_active=FiberForceLengthActiveDeGroote2016,
+            fiber_force_velocity=FiberForceVelocityDeGroote2016,
+            fiber_force_velocity_inverse=FiberForceVelocityInverseDeGroote2016,
+        )
+        assert curves.tendon_force_length is TendonForceLengthDeGroote2016
+        assert curves.tendon_force_length_inverse is TendonForceLengthInverseDeGroote2016
+        assert curves.fiber_force_length_passive is FiberForceLengthPassiveDeGroote2016
+        assert curves.fiber_force_length_passive_inverse is FiberForceLengthPassiveInverseDeGroote2016
+        assert curves.fiber_force_length_active is FiberForceLengthActiveDeGroote2016
+        assert curves.fiber_force_velocity is FiberForceVelocityDeGroote2016
+        assert curves.fiber_force_velocity_inverse is FiberForceVelocityInverseDeGroote2016
+
+    @staticmethod
+    @pytest.mark.skip(reason='kw_only dataclasses only valid in Python >3.10')
+    def test_invalid_constructor_keyword_only():
+        with pytest.raises(TypeError):
+            _ = CharacteristicCurveCollection(
+                TendonForceLengthDeGroote2016,
+                TendonForceLengthInverseDeGroote2016,
+                FiberForceLengthPassiveDeGroote2016,
+                FiberForceLengthPassiveInverseDeGroote2016,
+                FiberForceLengthActiveDeGroote2016,
+                FiberForceVelocityDeGroote2016,
+                FiberForceVelocityInverseDeGroote2016,
+            )
+
+    @staticmethod
+    @pytest.mark.parametrize(
+        'kwargs',
+        [
+            {'tendon_force_length': TendonForceLengthDeGroote2016},
+            {
+                'tendon_force_length': TendonForceLengthDeGroote2016,
+                'tendon_force_length_inverse': TendonForceLengthInverseDeGroote2016,
+                'fiber_force_length_passive': FiberForceLengthPassiveDeGroote2016,
+                'fiber_force_length_passive_inverse': FiberForceLengthPassiveInverseDeGroote2016,
+                'fiber_force_length_active': FiberForceLengthActiveDeGroote2016,
+                'fiber_force_velocity': FiberForceVelocityDeGroote2016,
+                'fiber_force_velocity_inverse': FiberForceVelocityInverseDeGroote2016,
+                'extra_kwarg': None,
+            },
+        ]
+    )
+    def test_invalid_constructor_wrong_number_args(kwargs):
+        with pytest.raises(TypeError):
+            _ = CharacteristicCurveCollection(**kwargs)
+
+    @staticmethod
+    def test_instance_is_immutable():
+        curves = CharacteristicCurveCollection(
+            tendon_force_length=TendonForceLengthDeGroote2016,
+            tendon_force_length_inverse=TendonForceLengthInverseDeGroote2016,
+            fiber_force_length_passive=FiberForceLengthPassiveDeGroote2016,
+            fiber_force_length_passive_inverse=FiberForceLengthPassiveInverseDeGroote2016,
+            fiber_force_length_active=FiberForceLengthActiveDeGroote2016,
+            fiber_force_velocity=FiberForceVelocityDeGroote2016,
+            fiber_force_velocity_inverse=FiberForceVelocityInverseDeGroote2016,
+        )
+        with pytest.raises(AttributeError):
+            curves.tendon_force_length = None
+        with pytest.raises(AttributeError):
+            curves.tendon_force_length_inverse = None
+        with pytest.raises(AttributeError):
+            curves.fiber_force_length_passive = None
+        with pytest.raises(AttributeError):
+            curves.fiber_force_length_passive_inverse = None
+        with pytest.raises(AttributeError):
+            curves.fiber_force_length_active = None
+        with pytest.raises(AttributeError):
+            curves.fiber_force_velocity = None
+        with pytest.raises(AttributeError):
+            curves.fiber_force_velocity_inverse = None

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/tests/test_mixin.py

@@ -0,0 +1,48 @@
+"""Tests for the ``sympy.physics.biomechanics._mixin.py`` module."""
+
+import pytest
+
+from sympy.physics.biomechanics._mixin import _NamedMixin
+
+
+class TestNamedMixin:
+
+    @staticmethod
+    def test_subclass():
+
+        class Subclass(_NamedMixin):
+
+            def __init__(self, name):
+                self.name = name
+
+        instance = Subclass('name')
+        assert instance.name == 'name'
+
+    @pytest.fixture(autouse=True)
+    def _named_mixin_fixture(self):
+
+        class Subclass(_NamedMixin):
+
+            def __init__(self, name):
+                self.name = name
+
+        self.Subclass = Subclass
+
+    @pytest.mark.parametrize('name', ['a', 'name', 'long_name'])
+    def test_valid_name_argument(self, name):
+        instance = self.Subclass(name)
+        assert instance.name == name
+
+    @pytest.mark.parametrize('invalid_name', [0, 0.0, None, False])
+    def test_invalid_name_argument_not_str(self, invalid_name):
+        with pytest.raises(TypeError):
+            _ = self.Subclass(invalid_name)
+
+    def test_invalid_name_argument_zero_length_str(self):
+        with pytest.raises(ValueError):
+            _ = self.Subclass('')
+
+    def test_name_attribute_is_immutable(self):
+        instance = self.Subclass('name')
+        with pytest.raises(AttributeError):
+            instance.name = 'new_name'

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/biomechanics/tests/test_musculotendon.py

@@ -0,0 +1,837 @@
+"""Tests for the ``sympy.physics.biomechanics.musculotendon.py`` module."""
+
+import abc
+
+import pytest
+
+from sympy.core.expr import UnevaluatedExpr
+from sympy.core.numbers import Float, Integer, Rational
+from sympy.core.symbol import Symbol
+from sympy.functions.elementary.exponential import exp
+from sympy.functions.elementary.hyperbolic import tanh
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.functions.elementary.trigonometric import sin
+from sympy.matrices.dense import MutableDenseMatrix as Matrix, eye, zeros
+from sympy.physics.biomechanics.activation import (
+    FirstOrderActivationDeGroote2016
+)
+from sympy.physics.biomechanics.curve import (
+    CharacteristicCurveCollection,
+    FiberForceLengthActiveDeGroote2016,
+    FiberForceLengthPassiveDeGroote2016,
+    FiberForceLengthPassiveInverseDeGroote2016,
+    FiberForceVelocityDeGroote2016,
+    FiberForceVelocityInverseDeGroote2016,
+    TendonForceLengthDeGroote2016,
+    TendonForceLengthInverseDeGroote2016,
+)
+from sympy.physics.biomechanics.musculotendon import (
+    MusculotendonBase,
+    MusculotendonDeGroote2016,
+    MusculotendonFormulation,
+)
+from sympy.physics.biomechanics._mixin import _NamedMixin
+from sympy.physics.mechanics.actuator import ForceActuator
+from sympy.physics.mechanics.pathway import LinearPathway
+from sympy.physics.vector.frame import ReferenceFrame
+from sympy.physics.vector.functions import dynamicsymbols
+from sympy.physics.vector.point import Point
+from sympy.simplify.simplify import simplify
+
+
+class TestMusculotendonFormulation:
+    @staticmethod
+    def test_rigid_tendon_member():
+        assert MusculotendonFormulation(0) == 0
+        assert MusculotendonFormulation.RIGID_TENDON == 0
+
+    @staticmethod
+    def test_fiber_length_explicit_member():
+        assert MusculotendonFormulation(1) == 1
+        assert MusculotendonFormulation.FIBER_LENGTH_EXPLICIT == 1
+
+    @staticmethod
+    def test_tendon_force_explicit_member():
+        assert MusculotendonFormulation(2) == 2
+        assert MusculotendonFormulation.TENDON_FORCE_EXPLICIT == 2
+
+    @staticmethod
+    def test_fiber_length_implicit_member():
+        assert MusculotendonFormulation(3) == 3
+        assert MusculotendonFormulation.FIBER_LENGTH_IMPLICIT == 3
+
+    @staticmethod
+    def test_tendon_force_implicit_member():
+        assert MusculotendonFormulation(4) == 4
+        assert MusculotendonFormulation.TENDON_FORCE_IMPLICIT == 4
+
+
+class TestMusculotendonBase:
+
+    @staticmethod
+    def test_is_abstract_base_class():
+        assert issubclass(MusculotendonBase, abc.ABC)
+
+    @staticmethod
+    def test_class():
+        assert issubclass(MusculotendonBase, ForceActuator)
+        assert issubclass(MusculotendonBase, _NamedMixin)
+        assert MusculotendonBase.__name__ == 'MusculotendonBase'
+
+    @staticmethod
+    def test_cannot_instantiate_directly():
+        with pytest.raises(TypeError):
+            _ = MusculotendonBase()
+
+
+@pytest.mark.parametrize('musculotendon_concrete', [MusculotendonDeGroote2016])
+class TestMusculotendonRigidTendon:
+
+    @pytest.fixture(autouse=True)
+    def _musculotendon_rigid_tendon_fixture(self, musculotendon_concrete):
+        self.name = 'name'
+        self.N = ReferenceFrame('N')
+        self.q = dynamicsymbols('q')
+        self.origin = Point('pO')
+        self.insertion = Point('pI')
+        self.insertion.set_pos(self.origin, self.q*self.N.x)
+        self.pathway = LinearPathway(self.origin, self.insertion)
+        self.activation = FirstOrderActivationDeGroote2016(self.name)
+        self.e = self.activation.excitation
+        self.a = self.activation.activation
+        self.tau_a = self.activation.activation_time_constant
+        self.tau_d = self.activation.deactivation_time_constant
+        self.b = self.activation.smoothing_rate
+        self.formulation = MusculotendonFormulation.RIGID_TENDON
+        self.l_T_slack = Symbol('l_T_slack')
+        self.F_M_max = Symbol('F_M_max')
+        self.l_M_opt = Symbol('l_M_opt')
+        self.v_M_max = Symbol('v_M_max')
+        self.alpha_opt = Symbol('alpha_opt')
+        self.beta = Symbol('beta')
+        self.instance = musculotendon_concrete(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=self.formulation,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        self.da_expr = (
+            (1/(self.tau_a*(Rational(1, 2) + Rational(3, 2)*self.a)))
+            *(Rational(1, 2) + Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+            + ((Rational(1, 2) + Rational(3, 2)*self.a)/self.tau_d)
+            *(Rational(1, 2) - Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+        )*(self.e - self.a)
+
+    def test_state_vars(self):
+        assert hasattr(self.instance, 'x')
+        assert hasattr(self.instance, 'state_vars')
+        assert self.instance.x == self.instance.state_vars
+        x_expected = Matrix([self.a])
+        assert self.instance.x == x_expected
+        assert self.instance.state_vars == x_expected
+        assert isinstance(self.instance.x, Matrix)
+        assert isinstance(self.instance.state_vars, Matrix)
+        assert self.instance.x.shape == (1, 1)
+        assert self.instance.state_vars.shape == (1, 1)
+
+    def test_input_vars(self):
+        assert hasattr(self.instance, 'r')
+        assert hasattr(self.instance, 'input_vars')
+        assert self.instance.r == self.instance.input_vars
+        r_expected = Matrix([self.e])
+        assert self.instance.r == r_expected
+        assert self.instance.input_vars == r_expected
+        assert isinstance(self.instance.r, Matrix)
+        assert isinstance(self.instance.input_vars, Matrix)
+        assert self.instance.r.shape == (1, 1)
+        assert self.instance.input_vars.shape == (1, 1)
+
+    def test_constants(self):
+        assert hasattr(self.instance, 'p')
+        assert hasattr(self.instance, 'constants')
+        assert self.instance.p == self.instance.constants
+        p_expected = Matrix(
+            [
+                self.l_T_slack,
+                self.F_M_max,
+                self.l_M_opt,
+                self.v_M_max,
+                self.alpha_opt,
+                self.beta,
+                self.tau_a,
+                self.tau_d,
+                self.b,
+                Symbol('c_0_fl_T_name'),
+                Symbol('c_1_fl_T_name'),
+                Symbol('c_2_fl_T_name'),
+                Symbol('c_3_fl_T_name'),
+                Symbol('c_0_fl_M_pas_name'),
+                Symbol('c_1_fl_M_pas_name'),
+                Symbol('c_0_fl_M_act_name'),
+                Symbol('c_1_fl_M_act_name'),
+                Symbol('c_2_fl_M_act_name'),
+                Symbol('c_3_fl_M_act_name'),
+                Symbol('c_4_fl_M_act_name'),
+                Symbol('c_5_fl_M_act_name'),
+                Symbol('c_6_fl_M_act_name'),
+                Symbol('c_7_fl_M_act_name'),
+                Symbol('c_8_fl_M_act_name'),
+                Symbol('c_9_fl_M_act_name'),
+                Symbol('c_10_fl_M_act_name'),
+                Symbol('c_11_fl_M_act_name'),
+                Symbol('c_0_fv_M_name'),
+                Symbol('c_1_fv_M_name'),
+                Symbol('c_2_fv_M_name'),
+                Symbol('c_3_fv_M_name'),
+            ]
+        )
+        assert self.instance.p == p_expected
+        assert self.instance.constants == p_expected
+        assert isinstance(self.instance.p, Matrix)
+        assert isinstance(self.instance.constants, Matrix)
+        assert self.instance.p.shape == (31, 1)
+        assert self.instance.constants.shape == (31, 1)
+
+    def test_M(self):
+        assert hasattr(self.instance, 'M')
+        M_expected = Matrix([1])
+        assert self.instance.M == M_expected
+        assert isinstance(self.instance.M, Matrix)
+        assert self.instance.M.shape == (1, 1)
+
+    def test_F(self):
+        assert hasattr(self.instance, 'F')
+        F_expected = Matrix([self.da_expr])
+        assert self.instance.F == F_expected
+        assert isinstance(self.instance.F, Matrix)
+        assert self.instance.F.shape == (1, 1)
+
+    def test_rhs(self):
+        assert hasattr(self.instance, 'rhs')
+        rhs_expected = Matrix([self.da_expr])
+        rhs = self.instance.rhs()
+        assert isinstance(rhs, Matrix)
+        assert rhs.shape == (1, 1)
+        assert simplify(rhs - rhs_expected) == zeros(1)
+
+
+@pytest.mark.parametrize(
+    'musculotendon_concrete, curve',
+    [
+        (
+            MusculotendonDeGroote2016,
+            CharacteristicCurveCollection(
+                tendon_force_length=TendonForceLengthDeGroote2016,
+                tendon_force_length_inverse=TendonForceLengthInverseDeGroote2016,
+                fiber_force_length_passive=FiberForceLengthPassiveDeGroote2016,
+                fiber_force_length_passive_inverse=FiberForceLengthPassiveInverseDeGroote2016,
+                fiber_force_length_active=FiberForceLengthActiveDeGroote2016,
+                fiber_force_velocity=FiberForceVelocityDeGroote2016,
+                fiber_force_velocity_inverse=FiberForceVelocityInverseDeGroote2016,
+            ),
+        )
+    ],
+)
+class TestFiberLengthExplicit:
+
+    @pytest.fixture(autouse=True)
+    def _musculotendon_fiber_length_explicit_fixture(
+        self,
+        musculotendon_concrete,
+        curve,
+    ):
+        self.name = 'name'
+        self.N = ReferenceFrame('N')
+        self.q = dynamicsymbols('q')
+        self.origin = Point('pO')
+        self.insertion = Point('pI')
+        self.insertion.set_pos(self.origin, self.q*self.N.x)
+        self.pathway = LinearPathway(self.origin, self.insertion)
+        self.activation = FirstOrderActivationDeGroote2016(self.name)
+        self.e = self.activation.excitation
+        self.a = self.activation.activation
+        self.tau_a = self.activation.activation_time_constant
+        self.tau_d = self.activation.deactivation_time_constant
+        self.b = self.activation.smoothing_rate
+        self.formulation = MusculotendonFormulation.FIBER_LENGTH_EXPLICIT
+        self.l_T_slack = Symbol('l_T_slack')
+        self.F_M_max = Symbol('F_M_max')
+        self.l_M_opt = Symbol('l_M_opt')
+        self.v_M_max = Symbol('v_M_max')
+        self.alpha_opt = Symbol('alpha_opt')
+        self.beta = Symbol('beta')
+        self.instance = musculotendon_concrete(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=self.formulation,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+            with_defaults=True,
+        )
+        self.l_M_tilde = dynamicsymbols('l_M_tilde_name')
+        l_MT = self.pathway.length
+        l_M = self.l_M_tilde*self.l_M_opt
+        l_T = l_MT - sqrt(l_M**2 - (self.l_M_opt*sin(self.alpha_opt))**2)
+        fl_T = curve.tendon_force_length.with_defaults(l_T/self.l_T_slack)
+        fl_M_pas = curve.fiber_force_length_passive.with_defaults(self.l_M_tilde)
+        fl_M_act = curve.fiber_force_length_active.with_defaults(self.l_M_tilde)
+        v_M_tilde = curve.fiber_force_velocity_inverse.with_defaults(
+            ((((fl_T*self.F_M_max)/((l_MT - l_T)/l_M))/self.F_M_max) - fl_M_pas)
+            /(self.a*fl_M_act)
+        )
+        self.dl_M_tilde_expr = (self.v_M_max/self.l_M_opt)*v_M_tilde
+        self.da_expr = (
+            (1/(self.tau_a*(Rational(1, 2) + Rational(3, 2)*self.a)))
+            *(Rational(1, 2) + Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+            + ((Rational(1, 2) + Rational(3, 2)*self.a)/self.tau_d)
+            *(Rational(1, 2) - Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+        )*(self.e - self.a)
+
+    def test_state_vars(self):
+        assert hasattr(self.instance, 'x')
+        assert hasattr(self.instance, 'state_vars')
+        assert self.instance.x == self.instance.state_vars
+        x_expected = Matrix([self.l_M_tilde, self.a])
+        assert self.instance.x == x_expected
+        assert self.instance.state_vars == x_expected
+        assert isinstance(self.instance.x, Matrix)
+        assert isinstance(self.instance.state_vars, Matrix)
+        assert self.instance.x.shape == (2, 1)
+        assert self.instance.state_vars.shape == (2, 1)
+
+    def test_input_vars(self):
+        assert hasattr(self.instance, 'r')
+        assert hasattr(self.instance, 'input_vars')
+        assert self.instance.r == self.instance.input_vars
+        r_expected = Matrix([self.e])
+        assert self.instance.r == r_expected
+        assert self.instance.input_vars == r_expected
+        assert isinstance(self.instance.r, Matrix)
+        assert isinstance(self.instance.input_vars, Matrix)
+        assert self.instance.r.shape == (1, 1)
+        assert self.instance.input_vars.shape == (1, 1)
+
+    def test_constants(self):
+        assert hasattr(self.instance, 'p')
+        assert hasattr(self.instance, 'constants')
+        assert self.instance.p == self.instance.constants
+        p_expected = Matrix(
+            [
+                self.l_T_slack,
+                self.F_M_max,
+                self.l_M_opt,
+                self.v_M_max,
+                self.alpha_opt,
+                self.beta,
+                self.tau_a,
+                self.tau_d,
+                self.b,
+            ]
+        )
+        assert self.instance.p == p_expected
+        assert self.instance.constants == p_expected
+        assert isinstance(self.instance.p, Matrix)
+        assert isinstance(self.instance.constants, Matrix)
+        assert self.instance.p.shape == (9, 1)
+        assert self.instance.constants.shape == (9, 1)
+
+    def test_M(self):
+        assert hasattr(self.instance, 'M')
+        M_expected = eye(2)
+        assert self.instance.M == M_expected
+        assert isinstance(self.instance.M, Matrix)
+        assert self.instance.M.shape == (2, 2)
+
+    def test_F(self):
+        assert hasattr(self.instance, 'F')
+        F_expected = Matrix([self.dl_M_tilde_expr, self.da_expr])
+        assert self.instance.F == F_expected
+        assert isinstance(self.instance.F, Matrix)
+        assert self.instance.F.shape == (2, 1)
+
+    def test_rhs(self):
+        assert hasattr(self.instance, 'rhs')
+        rhs_expected = Matrix([self.dl_M_tilde_expr, self.da_expr])
+        rhs = self.instance.rhs()
+        assert isinstance(rhs, Matrix)
+        assert rhs.shape == (2, 1)
+        assert simplify(rhs - rhs_expected) == zeros(2, 1)
+
+
+@pytest.mark.parametrize(
+    'musculotendon_concrete, curve',
+    [
+        (
+            MusculotendonDeGroote2016,
+            CharacteristicCurveCollection(
+                tendon_force_length=TendonForceLengthDeGroote2016,
+                tendon_force_length_inverse=TendonForceLengthInverseDeGroote2016,
+                fiber_force_length_passive=FiberForceLengthPassiveDeGroote2016,
+                fiber_force_length_passive_inverse=FiberForceLengthPassiveInverseDeGroote2016,
+                fiber_force_length_active=FiberForceLengthActiveDeGroote2016,
+                fiber_force_velocity=FiberForceVelocityDeGroote2016,
+                fiber_force_velocity_inverse=FiberForceVelocityInverseDeGroote2016,
+            ),
+        )
+    ],
+)
+class TestTendonForceExplicit:
+
+    @pytest.fixture(autouse=True)
+    def _musculotendon_tendon_force_explicit_fixture(
+        self,
+        musculotendon_concrete,
+        curve,
+    ):
+        self.name = 'name'
+        self.N = ReferenceFrame('N')
+        self.q = dynamicsymbols('q')
+        self.origin = Point('pO')
+        self.insertion = Point('pI')
+        self.insertion.set_pos(self.origin, self.q*self.N.x)
+        self.pathway = LinearPathway(self.origin, self.insertion)
+        self.activation = FirstOrderActivationDeGroote2016(self.name)
+        self.e = self.activation.excitation
+        self.a = self.activation.activation
+        self.tau_a = self.activation.activation_time_constant
+        self.tau_d = self.activation.deactivation_time_constant
+        self.b = self.activation.smoothing_rate
+        self.formulation = MusculotendonFormulation.TENDON_FORCE_EXPLICIT
+        self.l_T_slack = Symbol('l_T_slack')
+        self.F_M_max = Symbol('F_M_max')
+        self.l_M_opt = Symbol('l_M_opt')
+        self.v_M_max = Symbol('v_M_max')
+        self.alpha_opt = Symbol('alpha_opt')
+        self.beta = Symbol('beta')
+        self.instance = musculotendon_concrete(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=self.formulation,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+            with_defaults=True,
+        )
+        self.F_T_tilde = dynamicsymbols('F_T_tilde_name')
+        l_T_tilde = curve.tendon_force_length_inverse.with_defaults(self.F_T_tilde)
+        l_MT = self.pathway.length
+        v_MT = self.pathway.extension_velocity
+        l_T = l_T_tilde*self.l_T_slack
+        l_M = sqrt((l_MT - l_T)**2 + (self.l_M_opt*sin(self.alpha_opt))**2)
+        l_M_tilde = l_M/self.l_M_opt
+        cos_alpha = (l_MT - l_T)/l_M
+        F_T = self.F_T_tilde*self.F_M_max
+        F_M = F_T/cos_alpha
+        F_M_tilde = F_M/self.F_M_max
+        fl_M_pas = curve.fiber_force_length_passive.with_defaults(l_M_tilde)
+        fl_M_act = curve.fiber_force_length_active.with_defaults(l_M_tilde)
+        fv_M = (F_M_tilde - fl_M_pas)/(self.a*fl_M_act)
+        v_M_tilde = curve.fiber_force_velocity_inverse.with_defaults(fv_M)
+        v_M = v_M_tilde*self.v_M_max
+        v_T = v_MT - v_M/cos_alpha
+        v_T_tilde = v_T/self.l_T_slack
+        self.dF_T_tilde_expr = (
+            Float('0.2')*Float('33.93669377311689')*exp(
+                Float('33.93669377311689')*UnevaluatedExpr(l_T_tilde - Float('0.995'))
+            )*v_T_tilde
+        )
+        self.da_expr = (
+            (1/(self.tau_a*(Rational(1, 2) + Rational(3, 2)*self.a)))
+            *(Rational(1, 2) + Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+            + ((Rational(1, 2) + Rational(3, 2)*self.a)/self.tau_d)
+            *(Rational(1, 2) - Rational(1, 2)*tanh(self.b*(self.e - self.a)))
+        )*(self.e - self.a)
+
+    def test_state_vars(self):
+        assert hasattr(self.instance, 'x')
+        assert hasattr(self.instance, 'state_vars')
+        assert self.instance.x == self.instance.state_vars
+        x_expected = Matrix([self.F_T_tilde, self.a])
+        assert self.instance.x == x_expected
+        assert self.instance.state_vars == x_expected
+        assert isinstance(self.instance.x, Matrix)
+        assert isinstance(self.instance.state_vars, Matrix)
+        assert self.instance.x.shape == (2, 1)
+        assert self.instance.state_vars.shape == (2, 1)
+
+    def test_input_vars(self):
+        assert hasattr(self.instance, 'r')
+        assert hasattr(self.instance, 'input_vars')
+        assert self.instance.r == self.instance.input_vars
+        r_expected = Matrix([self.e])
+        assert self.instance.r == r_expected
+        assert self.instance.input_vars == r_expected
+        assert isinstance(self.instance.r, Matrix)
+        assert isinstance(self.instance.input_vars, Matrix)
+        assert self.instance.r.shape == (1, 1)
+        assert self.instance.input_vars.shape == (1, 1)
+
+    def test_constants(self):
+        assert hasattr(self.instance, 'p')
+        assert hasattr(self.instance, 'constants')
+        assert self.instance.p == self.instance.constants
+        p_expected = Matrix(
+            [
+                self.l_T_slack,
+                self.F_M_max,
+                self.l_M_opt,
+                self.v_M_max,
+                self.alpha_opt,
+                self.beta,
+                self.tau_a,
+                self.tau_d,
+                self.b,
+            ]
+        )
+        assert self.instance.p == p_expected
+        assert self.instance.constants == p_expected
+        assert isinstance(self.instance.p, Matrix)
+        assert isinstance(self.instance.constants, Matrix)
+        assert self.instance.p.shape == (9, 1)
+        assert self.instance.constants.shape == (9, 1)
+
+    def test_M(self):
+        assert hasattr(self.instance, 'M')
+        M_expected = eye(2)
+        assert self.instance.M == M_expected
+        assert isinstance(self.instance.M, Matrix)
+        assert self.instance.M.shape == (2, 2)
+
+    def test_F(self):
+        assert hasattr(self.instance, 'F')
+        F_expected = Matrix([self.dF_T_tilde_expr, self.da_expr])
+        assert self.instance.F == F_expected
+        assert isinstance(self.instance.F, Matrix)
+        assert self.instance.F.shape == (2, 1)
+
+    def test_rhs(self):
+        assert hasattr(self.instance, 'rhs')
+        rhs_expected = Matrix([self.dF_T_tilde_expr, self.da_expr])
+        rhs = self.instance.rhs()
+        assert isinstance(rhs, Matrix)
+        assert rhs.shape == (2, 1)
+        assert simplify(rhs - rhs_expected) == zeros(2, 1)
+
+
+class TestMusculotendonDeGroote2016:
+
+    @staticmethod
+    def test_class():
+        assert issubclass(MusculotendonDeGroote2016, ForceActuator)
+        assert issubclass(MusculotendonDeGroote2016, _NamedMixin)
+        assert MusculotendonDeGroote2016.__name__ == 'MusculotendonDeGroote2016'
+
+    @staticmethod
+    def test_instance():
+        origin = Point('pO')
+        insertion = Point('pI')
+        insertion.set_pos(origin, dynamicsymbols('q')*ReferenceFrame('N').x)
+        pathway = LinearPathway(origin, insertion)
+        activation = FirstOrderActivationDeGroote2016('name')
+        l_T_slack = Symbol('l_T_slack')
+        F_M_max = Symbol('F_M_max')
+        l_M_opt = Symbol('l_M_opt')
+        v_M_max = Symbol('v_M_max')
+        alpha_opt = Symbol('alpha_opt')
+        beta = Symbol('beta')
+        instance = MusculotendonDeGroote2016(
+            'name',
+            pathway,
+            activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=l_T_slack,
+            peak_isometric_force=F_M_max,
+            optimal_fiber_length=l_M_opt,
+            maximal_fiber_velocity=v_M_max,
+            optimal_pennation_angle=alpha_opt,
+            fiber_damping_coefficient=beta,
+        )
+        assert isinstance(instance, MusculotendonDeGroote2016)
+
+    @pytest.fixture(autouse=True)
+    def _musculotendon_fixture(self):
+        self.name = 'name'
+        self.N = ReferenceFrame('N')
+        self.q = dynamicsymbols('q')
+        self.origin = Point('pO')
+        self.insertion = Point('pI')
+        self.insertion.set_pos(self.origin, self.q*self.N.x)
+        self.pathway = LinearPathway(self.origin, self.insertion)
+        self.activation = FirstOrderActivationDeGroote2016(self.name)
+        self.l_T_slack = Symbol('l_T_slack')
+        self.F_M_max = Symbol('F_M_max')
+        self.l_M_opt = Symbol('l_M_opt')
+        self.v_M_max = Symbol('v_M_max')
+        self.alpha_opt = Symbol('alpha_opt')
+        self.beta = Symbol('beta')
+
+    def test_with_defaults(self):
+        origin = Point('pO')
+        insertion = Point('pI')
+        insertion.set_pos(origin, dynamicsymbols('q')*ReferenceFrame('N').x)
+        pathway = LinearPathway(origin, insertion)
+        activation = FirstOrderActivationDeGroote2016('name')
+        l_T_slack = Symbol('l_T_slack')
+        F_M_max = Symbol('F_M_max')
+        l_M_opt = Symbol('l_M_opt')
+        v_M_max = Float('10.0')
+        alpha_opt = Float('0.0')
+        beta = Float('0.1')
+        instance = MusculotendonDeGroote2016.with_defaults(
+            'name',
+            pathway,
+            activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=l_T_slack,
+            peak_isometric_force=F_M_max,
+            optimal_fiber_length=l_M_opt,
+        )
+        assert instance.tendon_slack_length == l_T_slack
+        assert instance.peak_isometric_force == F_M_max
+        assert instance.optimal_fiber_length == l_M_opt
+        assert instance.maximal_fiber_velocity == v_M_max
+        assert instance.optimal_pennation_angle == alpha_opt
+        assert instance.fiber_damping_coefficient == beta
+
+    @pytest.mark.parametrize(
+        'l_T_slack, expected',
+        [
+            (None, Symbol('l_T_slack_name')),
+            (Symbol('l_T_slack'), Symbol('l_T_slack')),
+            (Rational(1, 2), Rational(1, 2)),
+            (Float('0.5'), Float('0.5')),
+        ],
+    )
+    def test_tendon_slack_length(self, l_T_slack, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        assert instance.l_T_slack == expected
+        assert instance.tendon_slack_length == expected
+
+    @pytest.mark.parametrize(
+        'F_M_max, expected',
+        [
+            (None, Symbol('F_M_max_name')),
+            (Symbol('F_M_max'), Symbol('F_M_max')),
+            (Integer(1000), Integer(1000)),
+            (Float('1000.0'), Float('1000.0')),
+        ],
+    )
+    def test_peak_isometric_force(self, F_M_max, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        assert instance.F_M_max == expected
+        assert instance.peak_isometric_force == expected
+
+    @pytest.mark.parametrize(
+        'l_M_opt, expected',
+        [
+            (None, Symbol('l_M_opt_name')),
+            (Symbol('l_M_opt'), Symbol('l_M_opt')),
+            (Rational(1, 2), Rational(1, 2)),
+            (Float('0.5'), Float('0.5')),
+        ],
+    )
+    def test_optimal_fiber_length(self, l_M_opt, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        assert instance.l_M_opt == expected
+        assert instance.optimal_fiber_length == expected
+
+    @pytest.mark.parametrize(
+        'v_M_max, expected',
+        [
+            (None, Symbol('v_M_max_name')),
+            (Symbol('v_M_max'), Symbol('v_M_max')),
+            (Integer(10), Integer(10)),
+            (Float('10.0'), Float('10.0')),
+        ],
+    )
+    def test_maximal_fiber_velocity(self, v_M_max, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        assert instance.v_M_max == expected
+        assert instance.maximal_fiber_velocity == expected
+
+    @pytest.mark.parametrize(
+        'alpha_opt, expected',
+        [
+            (None, Symbol('alpha_opt_name')),
+            (Symbol('alpha_opt'), Symbol('alpha_opt')),
+            (Integer(0), Integer(0)),
+            (Float('0.1'), Float('0.1')),
+        ],
+    )
+    def test_optimal_pennation_angle(self, alpha_opt, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        assert instance.alpha_opt == expected
+        assert instance.optimal_pennation_angle == expected
+
+    @pytest.mark.parametrize(
+        'beta, expected',
+        [
+            (None, Symbol('beta_name')),
+            (Symbol('beta'), Symbol('beta')),
+            (Integer(0), Integer(0)),
+            (Rational(1, 10), Rational(1, 10)),
+            (Float('0.1'), Float('0.1')),
+        ],
+    )
+    def test_fiber_damping_coefficient(self, beta, expected):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=beta,
+        )
+        assert instance.beta == expected
+        assert instance.fiber_damping_coefficient == expected
+
+    def test_excitation(self):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+        )
+        assert hasattr(instance, 'e')
+        assert hasattr(instance, 'excitation')
+        e_expected = dynamicsymbols('e_name')
+        assert instance.e == e_expected
+        assert instance.excitation == e_expected
+        assert instance.e is instance.excitation
+
+    def test_excitation_is_immutable(self):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+        )
+        with pytest.raises(AttributeError):
+            instance.e = None
+        with pytest.raises(AttributeError):
+            instance.excitation = None
+
+    def test_activation(self):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+        )
+        assert hasattr(instance, 'a')
+        assert hasattr(instance, 'activation')
+        a_expected = dynamicsymbols('a_name')
+        assert instance.a == a_expected
+        assert instance.activation == a_expected
+
+    def test_activation_is_immutable(self):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+        )
+        with pytest.raises(AttributeError):
+            instance.a = None
+        with pytest.raises(AttributeError):
+            instance.activation = None
+
+    def test_repr(self):
+        instance = MusculotendonDeGroote2016(
+            self.name,
+            self.pathway,
+            self.activation,
+            musculotendon_dynamics=MusculotendonFormulation.RIGID_TENDON,
+            tendon_slack_length=self.l_T_slack,
+            peak_isometric_force=self.F_M_max,
+            optimal_fiber_length=self.l_M_opt,
+            maximal_fiber_velocity=self.v_M_max,
+            optimal_pennation_angle=self.alpha_opt,
+            fiber_damping_coefficient=self.beta,
+        )
+        expected = (
+            'MusculotendonDeGroote2016(\'name\', '
+            'pathway=LinearPathway(pO, pI), '
+            'activation_dynamics=FirstOrderActivationDeGroote2016(\'name\', '
+            'activation_time_constant=tau_a_name, '
+            'deactivation_time_constant=tau_d_name, '
+            'smoothing_rate=b_name), '
+            'musculotendon_dynamics=0, '
+            'tendon_slack_length=l_T_slack, '
+            'peak_isometric_force=F_M_max, '
+            'optimal_fiber_length=l_M_opt, '
+            'maximal_fiber_velocity=v_M_max, '
+            'optimal_pennation_angle=alpha_opt, '
+            'fiber_damping_coefficient=beta)'
+        )
+        assert repr(instance) == expected

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/__init__.py

@@ -0,0 +1,10 @@
+__all__ = ['Beam',
+            'Truss',
+            'Cable',
+            'Arch'
+            ]
+
+from .beam import Beam
+from .truss import Truss
+from .cable import Cable
+from .arch import Arch

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/arch.py

@@ -0,0 +1,1025 @@
+"""
+This module can be used to solve probelsm related to 2D parabolic arches
+"""
+from sympy.core.sympify import sympify
+from sympy.core.symbol import Symbol,symbols
+from sympy import diff, sqrt, cos , sin, atan, rad, Min
+from sympy.core.relational import Eq
+from sympy.solvers.solvers import solve
+from sympy.functions import Piecewise
+from sympy.plotting import plot
+from sympy import limit
+from sympy.utilities.decorator import doctest_depends_on
+from sympy.external.importtools import import_module
+
+numpy = import_module('numpy', import_kwargs={'fromlist':['arange']})
+
+class Arch:
+    """
+    This class is used to solve problems related to a three hinged arch(determinate) structure.\n
+    An arch is a curved vertical structure spanning an open space underneath it.\n
+    Arches can be used to reduce the bending moments in long-span structures.\n
+
+    Arches are used in structural engineering(over windows, door and even bridges)\n
+    because they can support a very large mass placed on top of them.
+
+    Example
+    ========
+    >>> from sympy.physics.continuum_mechanics.arch import Arch
+    >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+    >>> a.get_shape_eqn
+    5 - (x - 5)**2/5
+
+    >>> from sympy.physics.continuum_mechanics.arch import Arch
+    >>> a = Arch((0,0),(10,1),crown_x=6)
+    >>> a.get_shape_eqn
+    9/5 - (x - 6)**2/20
+    """
+    def __init__(self,left_support,right_support,**kwargs):
+        self._shape_eqn = None
+        self._left_support  = (sympify(left_support[0]),sympify(left_support[1]))
+        self._right_support  = (sympify(right_support[0]),sympify(right_support[1]))
+        self._crown_x = None
+        self._crown_y = None
+        if 'crown_x' in kwargs:
+            self._crown_x = sympify(kwargs['crown_x'])
+        if 'crown_y' in kwargs:
+            self._crown_y = sympify(kwargs['crown_y'])
+        self._shape_eqn = self.get_shape_eqn
+        self._conc_loads = {}
+        self._distributed_loads = {}
+        self._loads = {'concentrated': self._conc_loads, 'distributed':self._distributed_loads}
+        self._loads_applied = {}
+        self._supports = {'left':'hinge', 'right':'hinge'}
+        self._member = None
+        self._member_force = None
+        self._reaction_force = {Symbol('R_A_x'):0, Symbol('R_A_y'):0, Symbol('R_B_x'):0, Symbol('R_B_y'):0}
+        self._points_disc_x = set()
+        self._points_disc_y = set()
+        self._moment_x  = {}
+        self._moment_y = {}
+        self._load_x = {}
+        self._load_y = {}
+        self._moment_x_func = Piecewise((0,True))
+        self._moment_y_func = Piecewise((0,True))
+        self._load_x_func = Piecewise((0,True))
+        self._load_y_func = Piecewise((0,True))
+        self._bending_moment = None
+        self._shear_force = None
+        self._axial_force = None
+        # self._crown = (sympify(crown[0]),sympify(crown[1]))
+
+    @property
+    def get_shape_eqn(self):
+        "returns the equation of the shape of arch developed"
+        if self._shape_eqn:
+            return self._shape_eqn
+
+        x,y,c = symbols('x y c')
+        a = Symbol('a',positive=False)
+        if self._crown_x and self._crown_y:
+            x0  = self._crown_x
+            y0 = self._crown_y
+            parabola_eqn = a*(x-x0)**2 + y0 - y
+            eq1 = parabola_eqn.subs({x:self._left_support[0], y:self._left_support[1]})
+            solution = solve((eq1),(a))
+            parabola_eqn = solution[0]*(x-x0)**2 + y0
+            if(parabola_eqn.subs({x:self._right_support[0]}) != self._right_support[1]):
+                raise ValueError("provided coordinates of crown and supports are not consistent with parabolic arch")
+
+        elif self._crown_x:
+            x0  = self._crown_x
+            parabola_eqn = a*(x-x0)**2 + c - y
+            eq1 = parabola_eqn.subs({x:self._left_support[0], y:self._left_support[1]})
+            eq2 = parabola_eqn.subs({x:self._right_support[0], y:self._right_support[1]})
+            solution = solve((eq1,eq2),(a,c))
+            if len(solution) <2 or solution[a] == 0:
+                raise ValueError("parabolic arch cannot be constructed with the provided coordinates, try providing crown_y")
+            parabola_eqn = solution[a]*(x-x0)**2+ solution[c]
+            self._crown_y = solution[c]
+
+        else:
+            raise KeyError("please provide crown_x to construct arch")
+
+        return parabola_eqn
+
+    @property
+    def get_loads(self):
+        """
+        return the position of the applied load and angle (for concentrated loads)
+        """
+        return self._loads
+
+    @property
+    def supports(self):
+        """
+        Returns the type of support
+        """
+        return self._supports
+
+    @property
+    def left_support(self):
+        """
+        Returns the position of the left support.
+        """
+        return self._left_support
+
+    @property
+    def right_support(self):
+        """
+        Returns the position of the right support.
+        """
+        return self._right_support
+
+    @property
+    def reaction_force(self):
+        """
+        return the reaction forces generated
+        """
+        return self._reaction_force
+
+    def apply_load(self,order,label,start,mag,end=None,angle=None):
+        """
+        This method adds load to the Arch.
+
+        Parameters
+        ==========
+
+            order : Integer
+                Order of the applied load.
+
+                    - For point/concentrated loads, order = -1
+                    - For distributed load, order = 0
+
+            label : String or Symbol
+                The label of the load
+                - should not use 'A' or 'B' as it is used for supports.
+
+            start : Float
+
+                    - For concentrated/point loads, start is the x coordinate
+                    - For distributed loads, start is the starting position of distributed load
+
+            mag : Sympifyable
+                Magnitude of the applied load. Must be positive
+
+            end : Float
+                Required for distributed loads
+
+                    - For concentrated/point load , end is None(may not be given)
+                    - For distributed loads, end is the end position of distributed load
+
+            angle: Sympifyable
+                The angle in degrees, the load vector makes with the horizontal
+                in the counter-clockwise direction.
+
+        Examples
+        ========
+        For applying distributed load
+
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+        >>> a.apply_load(0,'C',start=3,end=5,mag=-10)
+
+        For applying point/concentrated_loads
+
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+        >>> a.apply_load(-1,'C',start=2,mag=15,angle=45)
+
+        """
+        y = Symbol('y')
+        x = Symbol('x')
+        x0 = Symbol('x0')
+        # y0 = Symbol('y0')
+        order= sympify(order)
+        mag = sympify(mag)
+        angle = sympify(angle)
+
+        if label in self._loads_applied:
+            raise ValueError("load with the given label already exists")
+
+        if label in ['A','B']:
+            raise ValueError("cannot use the given label, reserved for supports")
+
+        if order == 0:
+            if end is None or end<start:
+                raise KeyError("provide end greater than start")
+
+            self._distributed_loads[label] = {'start':start, 'end':end, 'f_y': mag}
+            self._points_disc_y.add(start)
+
+            if start in self._moment_y:
+                self._moment_y[start] -= mag*(Min(x,end)-start)*(x0-(start+(Min(x,end)))/2)
+                self._load_y[start] += mag*(Min(end,x)-start)
+            else:
+                self._moment_y[start] = -mag*(Min(x,end)-start)*(x0-(start+(Min(x,end)))/2)
+                self._load_y[start] = mag*(Min(end,x)-start)
+
+            self._loads_applied[label] = 'distributed'
+
+        if order == -1:
+
+            if angle is None:
+                raise TypeError("please provide direction of force")
+            height = self._shape_eqn.subs({'x':start})
+
+            self._conc_loads[label] = {'x':start, 'y':height, 'f_x':mag*cos(rad(angle)), 'f_y': mag*sin(rad(angle)), 'mag':mag, 'angle':angle}
+            self._points_disc_x.add(start)
+            self._points_disc_y.add(start)
+
+            if start in self._moment_x:
+                self._moment_x[start] += self._conc_loads[label]['f_x']*(y-self._conc_loads[label]['y'])
+                self._load_x[start] += self._conc_loads[label]['f_x']
+            else:
+                self._moment_x[start] = self._conc_loads[label]['f_x']*(y-self._conc_loads[label]['y'])
+                self._load_x[start] = self._conc_loads[label]['f_x']
+
+            if start in self._moment_y:
+                self._moment_y[start] -= self._conc_loads[label]['f_y']*(x0-start)
+                self._load_y[start] += self._conc_loads[label]['f_y']
+            else:
+                self._moment_y[start] = -self._conc_loads[label]['f_y']*(x0-start)
+                self._load_y[start] = self._conc_loads[label]['f_y']
+
+            self._loads_applied[label] = 'concentrated'
+
+
+    def remove_load(self,label):
+        """
+        This methods removes the load applied to the arch
+
+        Parameters
+        ==========
+
+        label : String or Symbol
+            The label of the applied load
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+        >>> a.apply_load(0,'C',start=3,end=5,mag=-10)
+        >>> a.remove_load('C')
+        removed load C: {'start': 3, 'end': 5, 'f_y': -10}
+        """
+        y = Symbol('y')
+        x = Symbol('x')
+        x0 = Symbol('x0')
+
+        if label in self._distributed_loads :
+
+            self._loads_applied.pop(label)
+            start = self._distributed_loads[label]['start']
+            end = self._distributed_loads[label]['end']
+            mag  = self._distributed_loads[label]['f_y']
+            self._points_disc_y.remove(start)
+            self._load_y[start] -= mag*(Min(x,end)-start)
+            self._moment_y[start] += mag*(Min(x,end)-start)*(x0-(start+(Min(x,end)))/2)
+            val = self._distributed_loads.pop(label)
+            print(f"removed load {label}: {val}")
+
+        elif label in self._conc_loads :
+
+            self._loads_applied.pop(label)
+            start = self._conc_loads[label]['x']
+            self._points_disc_x.remove(start)
+            self._points_disc_y.remove(start)
+            self._moment_y[start] += self._conc_loads[label]['f_y']*(x0-start)
+            self._moment_x[start] -= self._conc_loads[label]['f_x']*(y-self._conc_loads[label]['y'])
+            self._load_x[start] -= self._conc_loads[label]['f_x']
+            self._load_y[start] -= self._conc_loads[label]['f_y']
+            val = self._conc_loads.pop(label)
+            print(f"removed load {label}: {val}")
+
+        else :
+            raise ValueError("label not found")
+
+    def change_support_position(self, left_support=None, right_support=None):
+        """
+        Change position of supports.
+        If not provided , defaults to the old value.
+        Parameters
+        ==========
+
+            left_support: tuple (x, y)
+                x: float
+                    x-coordinate value of the left_support
+
+                y: float
+                    y-coordinate value of the left_support
+
+            right_support: tuple (x, y)
+                x: float
+                    x-coordinate value of the right_support
+
+                y: float
+                    y-coordinate value of the right_support
+        """
+        if left_support is not None:
+            self._left_support = (left_support[0],left_support[1])
+
+        if right_support is not None:
+            self._right_support = (right_support[0],right_support[1])
+
+        self._shape_eqn = None
+        self._shape_eqn = self.get_shape_eqn
+
+    def change_crown_position(self,crown_x=None,crown_y=None):
+        """
+        Change the position of the crown/hinge of the arch
+
+        Parameters
+        ==========
+
+            crown_x: Float
+                The x coordinate of the position of the hinge
+                - if not provided, defaults to old value
+
+            crown_y: Float
+                The y coordinate of the position of the hinge
+                - if not provided defaults to None
+        """
+        self._crown_x = crown_x
+        self._crown_y = crown_y
+        self._shape_eqn = None
+        self._shape_eqn = self.get_shape_eqn
+
+    def change_support_type(self,left_support=None,right_support=None):
+        """
+        Add the type for support at each end.
+        Can use roller or hinge support at each end.
+
+        Parameters
+        ==========
+
+            left_support, right_support : string
+                Type of support at respective end
+
+                    - For roller support , left_support/right_support = "roller"
+                    - For hinged support, left_support/right_support = "hinge"
+                    - defaults to hinge if value not provided
+
+        Examples
+        ========
+
+        For applying roller support at right end
+
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+        >>> a.change_support_type(right_support="roller")
+
+        """
+        support_types = ['roller','hinge']
+        if left_support:
+            if left_support not in support_types:
+                raise ValueError("supports must only be roller or hinge")
+
+            self._supports['left'] = left_support
+
+        if right_support:
+            if right_support not in support_types:
+                raise ValueError("supports must only be roller or hinge")
+
+            self._supports['right'] = right_support
+
+    def add_member(self,y):
+        """
+        This method adds a member/rod at a particular height y.
+        A rod is used for stability of the structure in case of a roller support.
+        """
+        if y>self._crown_y or y<min(self._left_support[1],  self._right_support[1]):
+            raise ValueError(f"position of support must be between y={min(self._left_support[1],  self._right_support[1])} and y={self._crown_y}")
+        x = Symbol('x')
+        a = diff(self._shape_eqn,x).subs(x,self._crown_x+1)/2
+        x_diff = sqrt((y - self._crown_y)/a)
+        x1 = self._crown_x + x_diff
+        x2 = self._crown_x - x_diff
+        self._member = (x1,x2,y)
+
+    def shear_force_at(self, pos = None, **kwargs):
+        """
+        return the shear at some x-coordinates
+        if no x value provided, returns the formula
+        """
+        if pos is None:
+            return self._shear_force
+        else:
+            x = Symbol('x')
+            if 'dir' in kwargs:
+                dir = kwargs['dir']
+                return limit(self._shear_force,x,pos,dir=dir)
+            return self._shear_force.subs(x,pos)
+
+    def bending_moment_at(self, pos = None, **kwargs):
+        """
+        return the bending moment at some x-coordinates
+        if no x value provided, returns the formula
+        """
+        if pos is None:
+            return self._bending_moment
+        else:
+            x0 = Symbol('x0')
+            if 'dir' in kwargs:
+                dir = kwargs['dir']
+                return limit(self._bending_moment,x0,pos,dir=dir)
+            return self._bending_moment.subs(x0,pos)
+
+
+    def axial_force_at(self,pos = None, **kwargs):
+        """
+        return the axial/normal force generated at some x-coordinate
+        if no x value provided, returns the formula
+        """
+        if pos is None:
+            return self._axial_force
+        else:
+            x = Symbol('x')
+            if 'dir' in kwargs:
+                dir = kwargs['dir']
+                return limit(self._axial_force,x,pos,dir=dir)
+            return self._axial_force.subs(x,pos)
+
+    def solve(self):
+        """
+        This method solves for the reaction forces generated at the supports,\n
+        and bending moment and generated in the arch and tension produced in the member if used.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+        >>> a.apply_load(0,'C',start=3,end=5,mag=-10)
+        >>> a.solve()
+        >>> a.reaction_force
+        {R_A_x: 8, R_A_y: 12, R_B_x: -8, R_B_y: 8}
+
+        >>> from sympy import Symbol
+        >>> t = Symbol('t')
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(16,0),crown_x=8,crown_y=5)
+        >>> a.apply_load(0,'C',start=3,end=5,mag=t)
+        >>> a.solve()
+        >>> a.reaction_force
+        {R_A_x: -4*t/5, R_A_y: -3*t/2, R_B_x: 4*t/5, R_B_y: -t/2}
+
+        >>> a.bending_moment_at(4)
+        -5*t/2
+        """
+        y = Symbol('y')
+        x = Symbol('x')
+        x0 = Symbol('x0')
+
+        discontinuity_points_x = sorted(self._points_disc_x)
+        discontinuity_points_y = sorted(self._points_disc_y)
+
+        self._moment_x_func = Piecewise((0,True))
+        self._moment_y_func = Piecewise((0,True))
+
+        self._load_x_func = Piecewise((0,True))
+        self._load_y_func = Piecewise((0,True))
+
+        accumulated_x_moment = 0
+        accumulated_y_moment = 0
+
+        accumulated_x_load = 0
+        accumulated_y_load = 0
+
+        for point in discontinuity_points_x:
+            cond = (x >= point)
+            accumulated_x_load += self._load_x[point]
+            accumulated_x_moment += self._moment_x[point]
+            self._load_x_func = Piecewise((accumulated_x_load,cond),(self._load_x_func,True))
+            self._moment_x_func = Piecewise((accumulated_x_moment,cond),(self._moment_x_func,True))
+
+        for point in discontinuity_points_y:
+            cond = (x >= point)
+            accumulated_y_moment += self._moment_y[point]
+            accumulated_y_load += self._load_y[point]
+            self._load_y_func = Piecewise((accumulated_y_load,cond),(self._load_y_func,True))
+            self._moment_y_func = Piecewise((accumulated_y_moment,cond),(self._moment_y_func,True))
+
+        moment_A = self._moment_y_func.subs(x,self._right_support[0]).subs(x0,self._left_support[0]) +\
+                   self._moment_x_func.subs(x,self._right_support[0]).subs(y,self._left_support[1])
+
+        moment_hinge_left = self._moment_y_func.subs(x,self._crown_x).subs(x0,self._crown_x) +\
+                            self._moment_x_func.subs(x,self._crown_x).subs(y,self._crown_y)
+
+        moment_hinge_right = self._moment_y_func.subs(x,self._right_support[0]).subs(x0,self._crown_x)- \
+                             self._moment_y_func.subs(x,self._crown_x).subs(x0,self._crown_x) +\
+                             self._moment_x_func.subs(x,self._right_support[0]).subs(y,self._crown_y) -\
+                             self._moment_x_func.subs(x,self._crown_x).subs(y,self._crown_y)
+
+        net_x = self._load_x_func.subs(x,self._right_support[0])
+        net_y = self._load_y_func.subs(x,self._right_support[0])
+
+        if (self._supports['left']=='roller' or self._supports['right']=='roller') and not self._member:
+            print("member must be added if any of the supports is roller")
+            return
+
+        R_A_x, R_A_y, R_B_x, R_B_y, T = symbols('R_A_x R_A_y R_B_x R_B_y T')
+
+        if self._supports['left'] == 'roller' and self._supports['right'] == 'roller':
+
+            if self._member[2]>=max(self._left_support[1],self._right_support[1]):
+
+                if net_x!=0:
+                    raise ValueError("net force in x direction not possible under the specified conditions")
+
+                else:
+                    eq1 = Eq(R_A_x ,0)
+                    eq2 = Eq(R_B_x, 0)
+                    eq3 = Eq(R_A_y + R_B_y + net_y,0)
+
+                    eq4 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])-\
+                             R_B_x*(self._right_support[1]-self._left_support[1])+moment_A,0)
+
+                    eq5 = Eq(moment_hinge_right + R_B_y*(self._right_support[0]-self._crown_x) +\
+                             T*(self._member[2]-self._crown_y),0)
+                    solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._left_support[1]:
+                eq1 = Eq(R_A_x ,0)
+                eq2 = Eq(R_B_x, 0)
+                eq3 = Eq(R_A_y + R_B_y + net_y,0)
+                eq4 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])-\
+                         T*(self._member[2]-self._left_support[1])+moment_A,0)
+                eq5 = Eq(T+net_x,0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._right_support[1]:
+                eq1 = Eq(R_A_x ,0)
+                eq2 = Eq(R_B_x, 0)
+                eq3 = Eq(R_A_y + R_B_y + net_y,0)
+                eq4 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])+\
+                         T*(self._member[2]-self._left_support[1])+moment_A,0)
+                eq5 = Eq(T-net_x,0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+        elif self._supports['left'] == 'roller':
+            if self._member[2]>=max(self._left_support[1], self._right_support[1]):
+                eq1 = Eq(R_A_x ,0)
+                eq2 = Eq(R_B_x+net_x,0)
+                eq3 = Eq(R_A_y + R_B_y + net_y,0)
+                eq4 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])-\
+                         R_B_x*(self._right_support[1]-self._left_support[1])+moment_A,0)
+                eq5 = Eq(moment_hinge_left + R_A_y*(self._left_support[0]-self._crown_x) -\
+                         T*(self._member[2]-self._crown_y),0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._left_support[1]:
+                eq1 = Eq(R_A_x ,0)
+                eq2 = Eq(R_B_x+ T +net_x,0)
+                eq3 = Eq(R_A_y + R_B_y + net_y,0)
+                eq4 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])-\
+                         R_B_x*(self._right_support[1]-self._left_support[1])-\
+                         T*(self._member[2]-self._left_support[0])+moment_A,0)
+                eq5 = Eq(moment_hinge_left + R_A_y*(self._left_support[0]-self._crown_x)-\
+                         T*(self._member[2]-self._crown_y),0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._right_support[0]:
+                eq1 = Eq(R_A_x,0)
+                eq2 = Eq(R_B_x- T +net_x,0)
+                eq3 = Eq(R_A_y + R_B_y + net_y,0)
+                eq4 = Eq(moment_hinge_left+R_A_y*(self._left_support[0]-self._crown_x),0)
+                eq5 = Eq(moment_A+R_B_y*(self._right_support[0]-self._left_support[0])-\
+                         R_B_x*(self._right_support[1]-self._left_support[1])+\
+                         T*(self._member[2]-self._left_support[1]),0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+        elif self._supports['right'] == 'roller':
+            if self._member[2]>=max(self._left_support[1], self._right_support[1]):
+                eq1 = Eq(R_B_x,0)
+                eq2 = Eq(R_A_x+net_x,0)
+                eq3 = Eq(R_A_y+R_B_y+net_y,0)
+                eq4 = Eq(moment_hinge_right+R_B_y*(self._right_support[0]-self._crown_x)+\
+                         T*(self._member[2]-self._crown_y),0)
+                eq5 = Eq(moment_A+R_B_y*(self._right_support[0]-self._left_support[0]),0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._left_support[1]:
+                eq1 = Eq(R_B_x,0)
+                eq2 = Eq(R_A_x+T+net_x,0)
+                eq3 = Eq(R_A_y+R_B_y+net_y,0)
+                eq4 = Eq(moment_hinge_right+R_B_y*(self._right_support[0]-self._crown_x),0)
+                eq5 = Eq(moment_A-T*(self._member[2]-self._left_support[1])+\
+                         R_B_y*(self._right_support[0]-self._left_support[0]),0)
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+
+            elif self._member[2]>=self._right_support[1]:
+                eq1 = Eq(R_B_x,0)
+                eq2 = Eq(R_A_x-T+net_x,0)
+                eq3 = Eq(R_A_y+R_B_y+net_y,0)
+                eq4 = Eq(moment_hinge_right+R_B_y*(self._right_support[0]-self._crown_x)+\
+                         T*(self._member[2]-self._crown_y),0)
+                eq5 = Eq(moment_A+T*(self._member[2]-self._left_support[1])+\
+                         R_B_y*(self._right_support[0]-self._left_support[0]))
+                solution = solve((eq1,eq2,eq3,eq4,eq5),(R_A_x,R_A_y,R_B_x,R_B_y,T))
+        else:
+            eq1 = Eq(R_A_x + R_B_x + net_x,0)
+            eq2 = Eq(R_A_y + R_B_y + net_y,0)
+            eq3 = Eq(R_B_y*(self._right_support[0]-self._left_support[0])-\
+                     R_B_x*(self._right_support[1]-self._left_support[1])+moment_A,0)
+            eq4 = Eq(moment_hinge_right + R_B_y*(self._right_support[0]-self._crown_x) -\
+                     R_B_x*(self._right_support[1]-self._crown_y),0)
+            solution = solve((eq1,eq2,eq3,eq4),(R_A_x,R_A_y,R_B_x,R_B_y))
+
+        for symb in self._reaction_force:
+            self._reaction_force[symb] = solution[symb]
+
+        self._bending_moment = - (self._moment_x_func.subs(x,x0) + self._moment_y_func.subs(x,x0) -\
+                                  solution[R_A_y]*(x0-self._left_support[0]) +\
+                                  solution[R_A_x]*(self._shape_eqn.subs({x:x0})-self._left_support[1]))
+
+        angle  = atan(diff(self._shape_eqn,x))
+
+        fx = (self._load_x_func+solution[R_A_x])
+        fy = (self._load_y_func+solution[R_A_y])
+
+        axial_force = fx*cos(angle) + fy*sin(angle)
+        shear_force = -fx*sin(angle) + fy*cos(angle)
+
+        self._axial_force = axial_force
+        self._shear_force = shear_force
+
+    @doctest_depends_on(modules=('numpy',))
+    def draw(self):
+        """
+        This method returns a plot object containing the diagram of the specified arch along with the supports
+        and forces applied to the structure.
+
+        Examples
+        ========
+
+        >>> from sympy import Symbol
+        >>> t = Symbol('t')
+        >>> from sympy.physics.continuum_mechanics.arch import Arch
+        >>> a = Arch((0,0),(40,0),crown_x=20,crown_y=12)
+        >>> a.apply_load(-1,'C',8,150,angle=270)
+        >>> a.apply_load(0,'D',start=20,end=40,mag=-4)
+        >>> a.apply_load(-1,'E',10,t,angle=300)
+        >>> p = a.draw()
+        >>> p # doctest: +ELLIPSIS
+        Plot object containing:
+        [0]: cartesian line: 11.325 - 3*(x - 20)**2/100 for x over (0.0, 40.0)
+        [1]: cartesian line: 12 - 3*(x - 20)**2/100 for x over (0.0, 40.0)
+        ...
+        >>> p.show()
+
+        """
+        x = Symbol('x')
+        markers = []
+        annotations = self._draw_loads()
+        rectangles = []
+        supports = self._draw_supports()
+        markers+=supports
+
+        xmax = self._right_support[0]
+        xmin = self._left_support[0]
+        ymin = min(self._left_support[1],self._right_support[1])
+        ymax = self._crown_y
+
+        lim = max(xmax*1.1-xmin*0.8+1, ymax*1.1-ymin*0.8+1)
+
+        rectangles = self._draw_rectangles()
+
+        filler = self._draw_filler()
+        rectangles+=filler
+
+        if self._member is not None:
+            if(self._member[2]>=self._right_support[1]):
+                markers.append(
+                    {
+                        'args':[[self._member[1]+0.005*lim],[self._member[2]]],
+                        'marker':'o',
+                        'markersize': 4,
+                        'color': 'white',
+                        'markerfacecolor':'none'
+                    }
+                )
+
+            if(self._member[2]>=self._left_support[1]):
+                markers.append(
+                    {
+                        'args':[[self._member[0]-0.005*lim],[self._member[2]]],
+                        'marker':'o',
+                        'markersize': 4,
+                        'color': 'white',
+                        'markerfacecolor':'none'
+                    }
+                )
+
+
+
+        markers.append({
+            'args':[[self._crown_x],[self._crown_y-0.005*lim]],
+            'marker':'o',
+            'markersize': 5,
+            'color':'white',
+            'markerfacecolor':'none',
+        })
+
+        if lim==xmax*1.1-xmin*0.8+1:
+
+            sing_plot = plot(self._shape_eqn-0.015*lim,
+                             self._shape_eqn,
+                             (x, self._left_support[0], self._right_support[0]),
+                             markers=markers,
+                             show=False,
+                             annotations=annotations,
+                             rectangles = rectangles,
+                             xlim=(xmin-0.05*lim, xmax*1.1),
+                             ylim=(xmin-0.05*lim, xmax*1.1),
+                             axis=False,
+                             line_color='brown')
+
+        else:
+            sing_plot = plot(self._shape_eqn-0.015*lim,
+                             self._shape_eqn,
+                             (x, self._left_support[0], self._right_support[0]),
+                             markers=markers,
+                             show=False,
+                             annotations=annotations,
+                             rectangles = rectangles,
+                             xlim=(ymin-0.05*lim, ymax*1.1),
+                             ylim=(ymin-0.05*lim, ymax*1.1),
+                             axis=False,
+                             line_color='brown')
+
+        return sing_plot
+
+
+    def _draw_supports(self):
+        support_markers = []
+
+        xmax = self._right_support[0]
+        xmin = self._left_support[0]
+        ymin = min(self._left_support[1],self._right_support[1])
+        ymax = self._crown_y
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        if self._supports['left']=='roller':
+            support_markers.append(
+                {
+                    'args':[
+                        [self._left_support[0]],
+                        [self._left_support[1]-0.02*max_diff]
+                    ],
+                    'marker':'o',
+                    'markersize':11,
+                    'color':'black',
+                    'markerfacecolor':'none'
+                }
+            )
+        else:
+            support_markers.append(
+                {
+                    'args':[
+                        [self._left_support[0]],
+                        [self._left_support[1]-0.007*max_diff]
+                    ],
+                    'marker':6,
+                    'markersize':15,
+                    'color':'black',
+                    'markerfacecolor':'none'
+                }
+            )
+
+        if self._supports['right']=='roller':
+            support_markers.append(
+                {
+                    'args':[
+                        [self._right_support[0]],
+                        [self._right_support[1]-0.02*max_diff]
+                    ],
+                    'marker':'o',
+                    'markersize':11,
+                    'color':'black',
+                    'markerfacecolor':'none'
+                }
+            )
+        else:
+            support_markers.append(
+                {
+                    'args':[
+                        [self._right_support[0]],
+                        [self._right_support[1]-0.007*max_diff]
+                    ],
+                    'marker':6,
+                    'markersize':15,
+                    'color':'black',
+                    'markerfacecolor':'none'
+                }
+            )
+
+        support_markers.append(
+            {
+                'args':[
+                    [self._right_support[0]],
+                    [self._right_support[1]-0.036*max_diff]
+                ],
+                'marker':'_',
+                'markersize':15,
+                'color':'black',
+                'markerfacecolor':'none'
+            }
+        )
+
+        support_markers.append(
+            {
+                'args':[
+                    [self._left_support[0]],
+                    [self._left_support[1]-0.036*max_diff]
+                ],
+                'marker':'_',
+                'markersize':15,
+                'color':'black',
+                'markerfacecolor':'none'
+            }
+        )
+
+        return support_markers
+
+    def _draw_rectangles(self):
+        member = []
+
+        xmax = self._right_support[0]
+        xmin = self._left_support[0]
+        ymin = min(self._left_support[1],self._right_support[1])
+        ymax = self._crown_y
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        if self._member is not None:
+            if self._member[2]>= max(self._left_support[1],self._right_support[1]):
+                member.append(
+                    {
+                        'xy':(self._member[0],self._member[2]-0.005*max_diff),
+                        'width':self._member[1]-self._member[0],
+                        'height': 0.01*max_diff,
+                        'angle': 0,
+                        'color':'brown',
+                    }
+                )
+
+            elif self._member[2]>=self._left_support[1]:
+                member.append(
+                    {
+                        'xy':(self._member[0],self._member[2]-0.005*max_diff),
+                        'width':self._right_support[0]-self._member[0],
+                        'height': 0.01*max_diff,
+                        'angle': 0,
+                        'color':'brown',
+                    }
+                )
+
+            else:
+                member.append(
+                    {
+                        'xy':(self._member[1],self._member[2]-0.005*max_diff),
+                        'width':abs(self._left_support[0]-self._member[1]),
+                        'height': 0.01*max_diff,
+                        'angle': 180,
+                        'color':'brown',
+                    }
+                )
+
+        if self._distributed_loads:
+            for loads in self._distributed_loads:
+
+                start = self._distributed_loads[loads]['start']
+                end = self._distributed_loads[loads]['end']
+
+                member.append(
+                    {
+                        'xy':(start,self._crown_y+max_diff*0.15),
+                        'width': (end-start),
+                        'height': max_diff*0.01,
+                        'color': 'orange'
+                    }
+                )
+
+
+        return member
+
+    def _draw_loads(self):
+        load_annotations = []
+
+        xmax = self._right_support[0]
+        xmin = self._left_support[0]
+        ymin = min(self._left_support[1],self._right_support[1])
+        ymax = self._crown_y
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        for load in self._conc_loads:
+            x = self._conc_loads[load]['x']
+            y = self._conc_loads[load]['y']
+            angle = self._conc_loads[load]['angle']
+            mag = self._conc_loads[load]['mag']
+            load_annotations.append(
+                {
+                    'text':'',
+                    'xy':(
+                        x+cos(rad(angle))*max_diff*0.08,
+                        y+sin(rad(angle))*max_diff*0.08
+                    ),
+                    'xytext':(x,y),
+                    'fontsize':10,
+                    'fontweight': 'bold',
+                    'arrowprops':{'width':1.5, 'headlength':5, 'headwidth':5, 'facecolor':'blue','edgecolor':'blue'}
+                }
+            )
+            load_annotations.append(
+                {
+                    'text':f'{load}: {mag} N',
+                    'fontsize':10,
+                    'fontweight': 'bold',
+                    'xy': (x+cos(rad(angle))*max_diff*0.12,y+sin(rad(angle))*max_diff*0.12)
+                }
+            )
+
+        for load in self._distributed_loads:
+            start = self._distributed_loads[load]['start']
+            end = self._distributed_loads[load]['end']
+            mag = self._distributed_loads[load]['f_y']
+            x_points = numpy.arange(start,end,(end-start)/(max_diff*0.25))
+            x_points = numpy.append(x_points,end)
+            for point in x_points:
+                if(mag<0):
+                    load_annotations.append(
+                        {
+                            'text':'',
+                            'xy':(point,self._crown_y+max_diff*0.05),
+                            'xytext': (point,self._crown_y+max_diff*0.15),
+                            'arrowprops':{'width':1.5, 'headlength':5, 'headwidth':5, 'facecolor':'orange','edgecolor':'orange'}
+                        }
+                    )
+                else:
+                    load_annotations.append(
+                        {
+                            'text':'',
+                            'xy':(point,self._crown_y+max_diff*0.2),
+                            'xytext': (point,self._crown_y+max_diff*0.15),
+                            'arrowprops':{'width':1.5, 'headlength':5, 'headwidth':5, 'facecolor':'orange','edgecolor':'orange'}
+                        }
+                    )
+            if(mag<0):
+                load_annotations.append(
+                    {
+                        'text':f'{load}: {abs(mag)} N/m',
+                        'fontsize':10,
+                        'fontweight': 'bold',
+                        'xy':((start+end)/2,self._crown_y+max_diff*0.175)
+                    }
+                )
+            else:
+                load_annotations.append(
+                    {
+                        'text':f'{load}: {abs(mag)} N/m',
+                        'fontsize':10,
+                        'fontweight': 'bold',
+                        'xy':((start+end)/2,self._crown_y+max_diff*0.125)
+                    }
+                )
+        return load_annotations
+
+    def _draw_filler(self):
+        x = Symbol('x')
+        filler = []
+        xmax = self._right_support[0]
+        xmin = self._left_support[0]
+        ymin = min(self._left_support[1],self._right_support[1])
+        ymax = self._crown_y
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        x_points = numpy.arange(self._left_support[0],self._right_support[0],(self._right_support[0]-self._left_support[0])/(max_diff*max_diff))
+
+        for point in x_points:
+            filler.append(
+                    {
+                        'xy':(point,self._shape_eqn.subs(x,point)-max_diff*0.015),
+                        'width': (self._right_support[0]-self._left_support[0])/(max_diff*max_diff),
+                        'height': max_diff*0.015,
+                        'color': 'brown'
+                    }
+            )
+
+        return filler

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/cable.py

@@ -0,0 +1,815 @@
+"""
+This module can be used to solve problems related
+to 2D Cables.
+"""
+
+from sympy.core.sympify import sympify
+from sympy.core.symbol import Symbol,symbols
+from sympy import sin, cos, pi, atan, diff, Piecewise, solve, rad
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.solvers.solveset import linsolve
+from sympy.matrices import Matrix
+from sympy.plotting import plot
+
+class Cable:
+    """
+    Cables are structures in engineering that support
+    the applied transverse loads through the tensile
+    resistance developed in its members.
+
+    Cables are widely used in suspension bridges, tension
+    leg offshore platforms, transmission lines, and find
+    use in several other engineering applications.
+
+    Examples
+    ========
+    A cable is supported at (0, 10) and (10, 10). Two point loads
+    acting vertically downwards act on the cable, one with magnitude 3 kN
+    and acting 2 meters from the left support and 3 meters below it, while
+    the other with magnitude 2 kN is 6 meters from the left support and
+    6 meters below it.
+
+    >>> from sympy.physics.continuum_mechanics.cable import Cable
+    >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+    >>> c.apply_load(-1, ('P', 2, 7, 3, 270))
+    >>> c.apply_load(-1, ('Q', 6, 4, 2, 270))
+    >>> c.loads
+    {'distributed': {}, 'point_load': {'P': [3, 270], 'Q': [2, 270]}}
+    >>> c.loads_position
+    {'P': [2, 7], 'Q': [6, 4]}
+    """
+    def __init__(self, support_1, support_2):
+        """
+        Initializes the class.
+
+        Parameters
+        ==========
+
+        support_1 and support_2 are tuples of the form
+        (label, x, y), where
+
+        label : String or symbol
+            The label of the support
+
+        x : Sympifyable
+            The x coordinate of the position of the support
+
+        y : Sympifyable
+            The y coordinate of the position of the support
+        """
+        self._left_support = []
+        self._right_support = []
+        self._supports = {}
+        self._support_labels = []
+        self._loads = {"distributed": {}, "point_load": {}}
+        self._loads_position = {}
+        self._length = 0
+        self._reaction_loads = {}
+        self._tension = {}
+        self._lowest_x_global = sympify(0)
+        self._lowest_y_global = sympify(0)
+        self._cable_eqn = None
+        self._tension_func = None
+        if support_1[0] == support_2[0]:
+            raise ValueError("Supports can not have the same label")
+
+        elif support_1[1] == support_2[1]:
+            raise ValueError("Supports can not be at the same location")
+
+        x1 = sympify(support_1[1])
+        y1 = sympify(support_1[2])
+        self._supports[support_1[0]] = [x1, y1]
+
+        x2 = sympify(support_2[1])
+        y2 = sympify(support_2[2])
+        self._supports[support_2[0]] = [x2, y2]
+
+        if support_1[1] < support_2[1]:
+            self._left_support.append(x1)
+            self._left_support.append(y1)
+            self._right_support.append(x2)
+            self._right_support.append(y2)
+            self._support_labels.append(support_1[0])
+            self._support_labels.append(support_2[0])
+
+        else:
+            self._left_support.append(x2)
+            self._left_support.append(y2)
+            self._right_support.append(x1)
+            self._right_support.append(y1)
+            self._support_labels.append(support_2[0])
+            self._support_labels.append(support_1[0])
+
+        for i in self._support_labels:
+            self._reaction_loads[Symbol("R_"+ i +"_x")] = 0
+            self._reaction_loads[Symbol("R_"+ i +"_y")] = 0
+
+    @property
+    def supports(self):
+        """
+        Returns the supports of the cable along with their
+        positions.
+        """
+        return self._supports
+
+    @property
+    def left_support(self):
+        """
+        Returns the position of the left support.
+        """
+        return self._left_support
+
+    @property
+    def right_support(self):
+        """
+        Returns the position of the right support.
+        """
+        return self._right_support
+
+    @property
+    def loads(self):
+        """
+        Returns the magnitude and direction of the loads
+        acting on the cable.
+        """
+        return self._loads
+
+    @property
+    def loads_position(self):
+        """
+        Returns the position of the point loads acting on the
+        cable.
+        """
+        return self._loads_position
+
+    @property
+    def length(self):
+        """
+        Returns the length of the cable.
+        """
+        return self._length
+
+    @property
+    def reaction_loads(self):
+        """
+        Returns the reaction forces at the supports, which are
+        initialized to 0.
+        """
+        return self._reaction_loads
+
+    @property
+    def tension(self):
+        """
+        Returns the tension developed in the cable due to the loads
+        applied.
+        """
+        return self._tension
+
+    def tension_at(self, x):
+        """
+        Returns the tension at a given value of x developed due to
+        distributed load.
+        """
+        if 'distributed' not in self._tension.keys():
+            raise ValueError("No distributed load added or solve method not called")
+
+        if x > self._right_support[0] or x < self._left_support[0]:
+            raise ValueError("The value of x should be between the two supports")
+
+        A = self._tension['distributed']
+        X = Symbol('X')
+
+        return A.subs({X:(x-self._lowest_x_global)})
+
+    def apply_length(self, length):
+        """
+        This method specifies the length of the cable
+
+        Parameters
+        ==========
+
+        length : Sympifyable
+            The length of the cable
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_length(20)
+        >>> c.length
+        20
+        """
+        dist = ((self._left_support[0] - self._right_support[0])**2
+                - (self._left_support[1] - self._right_support[1])**2)**(1/2)
+
+        if length < dist:
+            raise ValueError("length should not be less than the distance between the supports")
+
+        self._length = length
+
+    def change_support(self, label, new_support):
+        """
+        This method changes the mentioned support with a new support.
+
+        Parameters
+        ==========
+        label: String or symbol
+            The label of the support to be changed
+
+        new_support: Tuple of the form (new_label, x, y)
+            new_label: String or symbol
+                The label of the new support
+
+            x: Sympifyable
+                The x-coordinate of the position of the new support.
+
+            y: Sympifyable
+                The y-coordinate of the position of the new support.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.supports
+        {'A': [0, 10], 'B': [10, 10]}
+        >>> c.change_support('B', ('C', 5, 6))
+        >>> c.supports
+        {'A': [0, 10], 'C': [5, 6]}
+        """
+        if label not in self._supports:
+            raise ValueError("No support exists with the given label")
+
+        i = self._support_labels.index(label)
+        rem_label = self._support_labels[(i+1)%2]
+        x1 = self._supports[rem_label][0]
+        y1 = self._supports[rem_label][1]
+
+        x = sympify(new_support[1])
+        y = sympify(new_support[2])
+
+        for l in self._loads_position:
+            if l[0] >= max(x, x1) or l[0] <= min(x, x1):
+                raise ValueError("The change in support will throw an existing load out of range")
+
+        self._supports.pop(label)
+        self._left_support.clear()
+        self._right_support.clear()
+        self._reaction_loads.clear()
+        self._support_labels.remove(label)
+
+        self._supports[new_support[0]] = [x, y]
+
+        if x1 < x:
+            self._left_support.append(x1)
+            self._left_support.append(y1)
+            self._right_support.append(x)
+            self._right_support.append(y)
+            self._support_labels.append(new_support[0])
+
+        else:
+            self._left_support.append(x)
+            self._left_support.append(y)
+            self._right_support.append(x1)
+            self._right_support.append(y1)
+            self._support_labels.insert(0, new_support[0])
+
+        for i in self._support_labels:
+            self._reaction_loads[Symbol("R_"+ i +"_x")] = 0
+            self._reaction_loads[Symbol("R_"+ i +"_y")] = 0
+
+    def apply_load(self, order, load):
+        """
+        This method adds load to the cable.
+
+        Parameters
+        ==========
+
+        order : Integer
+            The order of the applied load.
+
+                - For point loads, order = -1
+                - For distributed load, order = 0
+
+        load : tuple
+
+            * For point loads, load is of the form (label, x, y, magnitude, direction), where:
+
+            label : String or symbol
+                The label of the load
+
+            x : Sympifyable
+                The x coordinate of the position of the load
+
+            y : Sympifyable
+                The y coordinate of the position of the load
+
+            magnitude : Sympifyable
+                The magnitude of the load. It must always be positive
+
+            direction : Sympifyable
+                The angle, in degrees, that the load vector makes with the horizontal
+                in the counter-clockwise direction. It takes the values 0 to 360,
+                inclusive.
+
+
+            * For uniformly distributed load, load is of the form (label, magnitude)
+
+            label : String or symbol
+                The label of the load
+
+            magnitude : Sympifyable
+                The magnitude of the load. It must always be positive
+
+        Examples
+        ========
+
+        For a point load of magnitude 12 units inclined at 30 degrees with the horizontal:
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(-1, ('Z', 5, 5, 12, 30))
+        >>> c.loads
+        {'distributed': {}, 'point_load': {'Z': [12, 30]}}
+        >>> c.loads_position
+        {'Z': [5, 5]}
+
+
+        For a uniformly distributed load of magnitude 9 units:
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(0, ('X', 9))
+        >>> c.loads
+        {'distributed': {'X': 9}, 'point_load': {}}
+        """
+        if order == -1:
+            if len(self._loads["distributed"]) != 0:
+                raise ValueError("Distributed load already exists")
+
+            label = load[0]
+            if label in self._loads["point_load"]:
+                raise ValueError("Label already exists")
+
+            x = sympify(load[1])
+            y = sympify(load[2])
+
+            if x > self._right_support[0] or x < self._left_support[0]:
+                raise ValueError("The load should be positioned between the supports")
+
+            magnitude = sympify(load[3])
+            direction = sympify(load[4])
+
+            self._loads["point_load"][label] = [magnitude, direction]
+            self._loads_position[label] = [x, y]
+
+        elif order == 0:
+            if len(self._loads_position) != 0:
+                raise ValueError("Point load(s) already exist")
+
+            label = load[0]
+            if label in self._loads["distributed"]:
+                raise ValueError("Label already exists")
+
+            magnitude = sympify(load[1])
+
+            self._loads["distributed"][label] = magnitude
+
+        else:
+            raise ValueError("Order should be either -1 or 0")
+
+    def remove_loads(self, *args):
+        """
+        This methods removes the specified loads.
+
+        Parameters
+        ==========
+        This input takes multiple label(s) as input
+        label(s): String or symbol
+            The label(s) of the loads to be removed.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(-1, ('Z', 5, 5, 12, 30))
+        >>> c.loads
+        {'distributed': {}, 'point_load': {'Z': [12, 30]}}
+        >>> c.remove_loads('Z')
+        >>> c.loads
+        {'distributed': {}, 'point_load': {}}
+        """
+        for i in args:
+            if len(self._loads_position) == 0:
+                if i not in self._loads['distributed']:
+                    raise ValueError("Error removing load " + i + ": no such load exists")
+
+                else:
+                    self._loads['disrtibuted'].pop(i)
+
+            else:
+                if i not in self._loads['point_load']:
+                    raise ValueError("Error removing load " + i + ": no such load exists")
+
+                else:
+                    self._loads['point_load'].pop(i)
+                    self._loads_position.pop(i)
+
+    def solve(self, *args):
+        """
+        This method solves for the reaction forces at the supports, the tension developed in
+        the cable, and updates the length of the cable.
+
+        Parameters
+        ==========
+        This method requires no input when solving for point loads
+        For distributed load, the x and y coordinates of the lowest point of the cable are
+        required as
+
+        x: Sympifyable
+            The x coordinate of the lowest point
+
+        y: Sympifyable
+            The y coordinate of the lowest point
+
+        Examples
+        ========
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> c.tension
+        {A_Z: 8.91403453669861, X_B: 19*sqrt(13)/10, Z_X: 4.79150773600774}
+        >>> c.reaction_loads
+        {R_A_x: -5.25547445255474, R_A_y: 7.2, R_B_x: 5.25547445255474, R_B_y: 3.8}
+        >>> c.length
+        5.7560958484519 + 2*sqrt(13)
+
+        For distributed load,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> c.tension
+        {'distributed': 36465.0*sqrt(0.00054335718671383*X**2 + 1)}
+        >>> c.tension_at(0)
+        61717.4130533677
+        >>> c.reaction_loads
+        {R_A_x: 36465.0, R_A_y: -49793.0, R_B_x: 44399.9537590861, R_B_y: 42868.2071025955}
+        """
+
+        if len(self._loads_position) != 0:
+            sorted_position = sorted(self._loads_position.items(), key = lambda item : item[1][0])
+
+            sorted_position.append(self._support_labels[1])
+            sorted_position.insert(0, self._support_labels[0])
+
+            self._tension.clear()
+            moment_sum_from_left_support = 0
+            moment_sum_from_right_support = 0
+            F_x = 0
+            F_y = 0
+            self._length = 0
+            tension_func = []
+            x = symbols('x')
+            for i in range(1, len(sorted_position)-1):
+                if i == 1:
+                    self._length+=sqrt((self._left_support[0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._left_support[1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                else:
+                    self._length+=sqrt((self._loads_position[sorted_position[i-1][0]][0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._loads_position[sorted_position[i-1][0]][1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                if i == len(sorted_position)-2:
+                    self._length+=sqrt((self._right_support[0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._right_support[1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                moment_sum_from_left_support += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._left_support[1] - self._loads_position[sorted_position[i][0]][1])
+                moment_sum_from_left_support += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._left_support[0] - self._loads_position[sorted_position[i][0]][0])
+
+                F_x += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180)
+                F_y += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180)
+
+                label = Symbol(sorted_position[i][0]+"_"+sorted_position[i+1][0])
+                y2 = self._loads_position[sorted_position[i][0]][1]
+                x2 = self._loads_position[sorted_position[i][0]][0]
+                y1 = 0
+                x1 = 0
+
+                if i == len(sorted_position)-2:
+                    x1 = self._right_support[0]
+                    y1 = self._right_support[1]
+
+                else:
+                    x1 = self._loads_position[sorted_position[i+1][0]][0]
+                    y1 = self._loads_position[sorted_position[i+1][0]][1]
+
+                angle_with_horizontal = atan((y1 - y2)/(x1 - x2))
+
+                tension = -(moment_sum_from_left_support)/(abs(self._left_support[1] - self._loads_position[sorted_position[i][0]][1])*cos(angle_with_horizontal) + abs(self._left_support[0] - self._loads_position[sorted_position[i][0]][0])*sin(angle_with_horizontal))
+                self._tension[label] = tension
+                tension_func.append((tension, x<=x1))
+                moment_sum_from_right_support += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._right_support[1] - self._loads_position[sorted_position[i][0]][1])
+                moment_sum_from_right_support += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._right_support[0] - self._loads_position[sorted_position[i][0]][0])
+
+            label = Symbol(sorted_position[0][0]+"_"+sorted_position[1][0])
+            y2 = self._loads_position[sorted_position[1][0]][1]
+            x2 = self._loads_position[sorted_position[1][0]][0]
+            x1 = self._left_support[0]
+            y1 = self._left_support[1]
+
+            angle_with_horizontal = -atan((y2 - y1)/(x2 - x1))
+            tension = -(moment_sum_from_right_support)/(abs(self._right_support[1] - self._loads_position[sorted_position[1][0]][1])*cos(angle_with_horizontal) + abs(self._right_support[0] - self._loads_position[sorted_position[1][0]][0])*sin(angle_with_horizontal))
+            self._tension[label] = tension
+
+            tension_func.insert(0,(tension, x<=x2))
+            self._tension_func = Piecewise(*tension_func)
+            angle_with_horizontal = pi/2 - angle_with_horizontal
+            label = self._support_labels[0]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = -sin(angle_with_horizontal) * tension
+            F_x += -sin(angle_with_horizontal) * tension
+            self._reaction_loads[Symbol("R_"+label+"_y")] = cos(angle_with_horizontal) * tension
+            F_y += cos(angle_with_horizontal) * tension
+
+            label = self._support_labels[1]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = -F_x
+            self._reaction_loads[Symbol("R_"+label+"_y")] = -F_y
+
+        elif len(self._loads['distributed']) != 0 :
+
+            if len(args) == 0:
+                raise ValueError("Provide the lowest point of the cable")
+
+            lowest_x = sympify(args[0])
+            self._lowest_x_global = lowest_x
+
+            a = Symbol('a', positive=True)
+            c = Symbol('c')
+            # augmented matrix form of linsolve
+
+            M = Matrix(
+                [[(self._left_support[0]-lowest_x)**2, 1, self._left_support[1]],
+                [(self._right_support[0]-lowest_x)**2, 1, self._right_support[1]],
+                ])
+
+            coefficient_solution = list(linsolve(M, (a, c)))
+            if len(coefficient_solution) ==0 or coefficient_solution[0][0]== 0:
+                raise ValueError("The lowest point is inconsistent with the supports")
+
+            A = coefficient_solution[0][0]
+            C = coefficient_solution[0][1] + coefficient_solution[0][0]*lowest_x**2
+            B = -2*coefficient_solution[0][0]*lowest_x
+            self._lowest_y_global = coefficient_solution[0][1]
+            lowest_y = self._lowest_y_global
+
+            # y = A*x**2 + B*x + C
+            # shifting origin to lowest point
+            X = Symbol('X')
+            Y = Symbol('Y')
+            Y = A*(X + lowest_x)**2 + B*(X + lowest_x) + C - lowest_y
+
+            temp_list = list(self._loads['distributed'].values())
+            applied_force = temp_list[0]
+
+            horizontal_force_constant = (applied_force * (self._right_support[0] - lowest_x)**2) / (2 * (self._right_support[1] - lowest_y))
+
+            self._tension.clear()
+            tangent_slope_to_curve = diff(Y, X)
+            self._tension['distributed'] = horizontal_force_constant / (cos(atan(tangent_slope_to_curve)))
+
+            label = self._support_labels[0]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = self.tension_at(self._left_support[0]) * cos(atan(tangent_slope_to_curve.subs(X, self._left_support[0] - lowest_x)))
+            self._reaction_loads[Symbol("R_"+label+"_y")] = self.tension_at(self._left_support[0]) * sin(atan(tangent_slope_to_curve.subs(X, self._left_support[0] - lowest_x)))
+
+            label = self._support_labels[1]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = self.tension_at(self._left_support[0]) * cos(atan(tangent_slope_to_curve.subs(X, self._right_support[0] - lowest_x)))
+            self._reaction_loads[Symbol("R_"+label+"_y")] = self.tension_at(self._left_support[0]) * sin(atan(tangent_slope_to_curve.subs(X, self._right_support[0] - lowest_x)))
+
+    def draw(self):
+        """
+        This method is used to obtain a plot for the specified cable with its supports,
+        shape and loads.
+
+        Examples
+        ========
+
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> p = c.draw()
+        >>> p  # doctest: +ELLIPSIS
+        Plot object containing:
+        [0]: cartesian line: Piecewise((10 - 1.37*x, x <= 2), (8.52 - 0.63*x, x <= 4), (2*x/3 + 10/3, x <= 10)) for x over (0.0, 10.0)
+        ...
+        >>> p.show()
+
+        For uniformly distributed loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> p = c.draw()
+        >>> p # doctest: +ELLIPSIS
+        Plot object containing:
+        [0]: cartesian line: 0.0116550116550117*(x - 58.58)**2 + 0.00447086247086247 for x over (0.0, 100.0)
+        [1]: cartesian line: -7.49552913752915 for x over (0.0, 100.0)
+        ...
+        >>> p.show()
+        """
+        x = Symbol("x")
+        annotations = []
+        support_rectangles = self._draw_supports()
+
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if len(self._loads_position) != 0:
+            self._cable_eqn = self._draw_cable(-1)
+            annotations += self._draw_loads(-1)
+
+        elif len(self._loads['distributed']) != 0 :
+            self._cable_eqn = self._draw_cable(0)
+            annotations += self._draw_loads(0)
+
+        if not self._cable_eqn:
+            raise ValueError("solve method not called and/or values provided for loads and supports not adequate")
+
+        cab_plot = plot(*self._cable_eqn,(x,self._left_support[0],self._right_support[0]),
+                        xlim=(xy_min-0.5*max_diff,xy_max+0.5*max_diff),
+                        ylim=(xy_min-0.5*max_diff,xy_max+0.5*max_diff),
+                        rectangles=support_rectangles,show= False,annotations=annotations, axis=False)
+
+        return cab_plot
+
+    def _draw_supports(self):
+        member_rectangles = []
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+
+        supp_width = 0.075*max_diff
+
+        member_rectangles.append(
+            {
+                'xy': (self._left_support[0]-supp_width,self._left_support[1]),
+                'width': supp_width,
+                'height':supp_width,
+                'color':'brown',
+                'fill': False
+            }
+        )
+
+        member_rectangles.append(
+            {
+                'xy': (self._right_support[0],self._right_support[1]),
+                'width': supp_width,
+                'height':supp_width,
+                'color':'brown',
+                'fill': False
+            }
+        )
+
+        return member_rectangles
+
+    def _draw_cable(self,order):
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if order == -1 :
+            x,y = symbols('x y')
+            line_func = []
+            sorted_position = sorted(self._loads_position.items(), key = lambda item : item[1][0])
+
+            for i in range(len(sorted_position)):
+                if(i==0):
+                    y = ((sorted_position[i][1][1] - self._left_support[1])*(x-self._left_support[0]))/(sorted_position[i][1][0]- self._left_support[0]) + self._left_support[1]
+                else:
+                    y = ((sorted_position[i][1][1] - sorted_position[i-1][1][1] )*(x-sorted_position[i-1][1][0]))/(sorted_position[i][1][0]- sorted_position[i-1][1][0]) + sorted_position[i-1][1][1]
+                line_func.append((y,x<=sorted_position[i][1][0]))
+
+            y = ((sorted_position[len(sorted_position)-1][1][1] - self._right_support[1])*(x-self._right_support[0]))/(sorted_position[i][1][0]- self._right_support[0]) + self._right_support[1]
+            line_func.append((y,x<=self._right_support[0]))
+            return [Piecewise(*line_func)]
+
+        elif order == 0:
+            x0 = self._lowest_x_global
+            diff_force_height = max_diff*0.075
+
+            a,c,x,y = symbols('a c x y')
+            parabola_eqn = a*(x-x0)**2 + c - y
+
+            points = [(self._left_support[0],self._left_support[1]),(self._right_support[0],self._right_support[1])]
+            equations = []
+            for px, py in points:
+                equations.append(parabola_eqn.subs({x: px, y: py}))
+            solution = solve(equations, (a, c))
+            parabola_eqn = solution[a]*(x-x0)**2 + solution[c]
+            return [parabola_eqn, self._lowest_y_global - diff_force_height]
+
+    def _draw_loads(self,order):
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if(order==-1):
+            arrow_length = max_diff*0.1
+            force_arrows = []
+            for key in self._loads['point_load']:
+                force_arrows.append(
+                    {
+                        'text': '',
+                        'xy':(self._loads_position[key][0]+arrow_length*cos(rad(self._loads['point_load'][key][1])),\
+                              self._loads_position[key][1] + arrow_length*sin(rad(self._loads['point_load'][key][1]))),
+                        'xytext': (self._loads_position[key][0],self._loads_position[key][1]),
+                        'arrowprops': {'width': 1, 'headlength':3, 'headwidth':3 , 'facecolor': 'black', }
+                    }
+                )
+                mag = self._loads['point_load'][key][0]
+                force_arrows.append(
+                    {
+                        'text':f'{mag}N',
+                        'xy': (self._loads_position[key][0]+arrow_length*1.6*cos(rad(self._loads['point_load'][key][1])),\
+                               self._loads_position[key][1] + arrow_length*1.6*sin(rad(self._loads['point_load'][key][1]))),
+                    }
+                )
+            return force_arrows
+
+        elif (order == 0):
+            x = symbols('x')
+            force_arrows = []
+            x_val = [self._left_support[0] + ((self._right_support[0]-self._left_support[0])/10)*i for i in range(1,10)]
+            for i in x_val:
+                force_arrows.append(
+                    {
+                        'text':'',
+                        'xytext':(
+                            i,
+                            self._cable_eqn[0].subs(x,i)
+                        ),
+                        'xy':(
+                            i,
+                            self._cable_eqn[1].subs(x,i)
+                        ),
+                        'arrowprops':{'width':1, 'headlength':3.5, 'headwidth':3.5, 'facecolor':'black'}
+                    }
+                )
+            mag = 0
+            for key in self._loads['distributed']:
+                mag += self._loads['distributed'][key]
+
+            force_arrows.append(
+                {
+                    'text':f'{mag} N/m',
+                    'xy':((self._left_support[0]+self._right_support[0])/2,self._lowest_y_global - max_diff*0.15)
+                }
+            )
+            return force_arrows
+
+    def plot_tension(self):
+        """
+        Returns the diagram/plot of the tension generated in the cable at various points.
+
+        Examples
+        ========
+
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> p = c.plot_tension()
+        >>> p
+        Plot object containing:
+        [0]: cartesian line: Piecewise((8.91403453669861, x <= 2), (4.79150773600774, x <= 4), (19*sqrt(13)/10, x <= 10)) for x over (0.0, 10.0)
+        >>> p.show()
+
+        For uniformly distributed loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> p = c.plot_tension()
+        >>> p
+        Plot object containing:
+        [0]: cartesian line: 36465.0*sqrt(0.00054335718671383*X**2 + 1) for X over (0.0, 100.0)
+        >>> p.show()
+
+        """
+        if len(self._loads_position) != 0:
+            x = symbols('x')
+            tension_plot  = plot(self._tension_func, (x,self._left_support[0],self._right_support[0]), show=False)
+        else:
+            X = symbols('X')
+            tension_plot  = plot(self._tension['distributed'], (X,self._left_support[0],self._right_support[0]), show=False)
+        return tension_plot

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/tests/test_arch.py

@@ -0,0 +1,61 @@
+from sympy.physics.continuum_mechanics.arch import Arch
+from sympy import Symbol, simplify
+
+x = Symbol('x')
+t = Symbol('t')
+
+def test_arch_init():
+    a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+    assert a.get_loads == {'distributed': {}, 'concentrated': {}}
+    assert a.reaction_force == {Symbol('R_A_x'):0, Symbol('R_A_y'):0, Symbol('R_B_x'):0, Symbol('R_B_y'):0}
+    assert a.supports == {'left':'hinge', 'right':'hinge'}
+    assert a.left_support == (0,0)
+    assert a.right_support == (10,0)
+    assert a.get_shape_eqn == 5 - ((x-5)**2)/5
+
+    a = Arch((0,0),(10,1),crown_x=6)
+    a.change_support_type(left_support='roller')
+    a.add_member(0.5)
+    assert a.supports == {'left':'roller', 'right':'hinge'}
+    assert simplify(a.get_shape_eqn) == simplify(9/5 - (x - 6)**2/20)
+
+def test_arch_support():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=12)
+    a.apply_load(-1,'C',8,150,angle=270)
+    a.apply_load(0,'D',start=20,end=40,mag=-4)
+    a.solve()
+    assert abs(a.reaction_force[Symbol("R_A_x")] - 83.33333333333333) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_B_y")] - 90.00000000000000) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_B_x")] + 83.33333333333333) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_A_y")] - 140.00000000000000) < 10e-12
+
+def test_arch_member():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=15)
+    a.change_support_type(right_support='roller')
+    a.add_member(0)
+    a.apply_load(-1,'D',start=12,mag=3,angle=270)
+    a.apply_load(-1,'E',start=6,mag=4,angle=270)
+    a.apply_load(-1,'C',start=30,mag=5,angle=270)
+    a.solve()
+    assert a.reaction_force[Symbol("R_A_x")] == 0
+    assert abs(a.reaction_force[Symbol("R_A_y")] - 6.750000000000000) < 10e-12
+    assert a.reaction_force[Symbol("R_B_x")] == 0
+    assert abs(a.reaction_force[Symbol("R_B_y")] - 5.250000000000000) < 10e-12
+
+def test_symbol_magnitude():
+    a = Arch((0,0),(16,0),crown_x=8,crown_y=5)
+    a.apply_load(0,'C',start=3,end=5,mag=t)
+    a.solve()
+    assert a.reaction_force[Symbol("R_A_x")] == -(4*t)/5
+    assert a.reaction_force[Symbol("R_A_y")] == -(3*t)/2
+    assert a.reaction_force[Symbol("R_B_x")] == (4*t)/5
+    assert a.reaction_force[Symbol("R_B_y")] == -t/2
+    assert a.bending_moment_at(4) == -5*t/2
+
+def test_forces():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=12)
+    a.apply_load(-1,'C',8,150,angle=270)
+    a.apply_load(0,'D',start=20,end=40,mag=-4)
+    a.solve()
+    assert abs(a.axial_force_at(7.999999999999999)-149.430523405935) < 1e-12
+    assert abs(a.shear_force_at(7.999999999999999)-64.9227473161196) < 1e-12

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/tests/test_beam.py

@@ -0,0 +1,1118 @@
+from sympy.core.function import expand
+from sympy.core.numbers import (Rational, pi)
+from sympy.core.singleton import S
+from sympy.core.symbol import (Symbol, symbols)
+from sympy.sets.sets import Interval
+from sympy.simplify.simplify import simplify
+from sympy.physics.continuum_mechanics.beam import Beam
+from sympy.functions import SingularityFunction, Piecewise, meijerg, Abs, log
+from sympy.testing.pytest import raises
+from sympy.physics.units import meter, newton, kilo, giga, milli
+from sympy.physics.continuum_mechanics.beam import Beam3D
+from sympy.geometry import Circle, Polygon, Point2D, Triangle
+from sympy.core.sympify import sympify
+
+x = Symbol('x')
+y = Symbol('y')
+R1, R2 = symbols('R1, R2')
+
+
+def test_Beam():
+    E = Symbol('E')
+    E_1 = Symbol('E_1')
+    I = Symbol('I')
+    I_1 = Symbol('I_1')
+    A = Symbol('A')
+
+    b = Beam(1, E, I)
+    assert b.length == 1
+    assert b.elastic_modulus == E
+    assert b.second_moment == I
+    assert b.variable == x
+
+    # Test the length setter
+    b.length = 4
+    assert b.length == 4
+
+    # Test the E setter
+    b.elastic_modulus = E_1
+    assert b.elastic_modulus == E_1
+
+    # Test the I setter
+    b.second_moment = I_1
+    assert b.second_moment is I_1
+
+    # Test the variable setter
+    b.variable = y
+    assert b.variable is y
+
+    # Test for all boundary conditions.
+    b.bc_deflection = [(0, 2)]
+    b.bc_slope = [(0, 1)]
+    b.bc_bending_moment = [(0, 5)]
+    b.bc_shear_force = [(2, 1)]
+    assert b.boundary_conditions == {'deflection': [(0, 2)], 'slope': [(0, 1)],
+                                     'bending_moment': [(0, 5)], 'shear_force': [(2, 1)]}
+
+    # Test for shear force boundary condition method
+    b.bc_shear_force.extend([(1, 1), (2, 3)])
+    sf_bcs = b.bc_shear_force
+    assert sf_bcs == [(2, 1), (1, 1), (2, 3)]
+
+    # Test for slope boundary condition method
+    b.bc_bending_moment.extend([(1, 3), (5, 3)])
+    bm_bcs = b.bc_bending_moment
+    assert bm_bcs == [(0, 5), (1, 3), (5, 3)]
+
+    # Test for slope boundary condition method
+    b.bc_slope.extend([(4, 3), (5, 0)])
+    s_bcs = b.bc_slope
+    assert s_bcs == [(0, 1), (4, 3), (5, 0)]
+
+    # Test for deflection boundary condition method
+    b.bc_deflection.extend([(4, 3), (5, 0)])
+    d_bcs = b.bc_deflection
+    assert d_bcs == [(0, 2), (4, 3), (5, 0)]
+
+    # Test for updated boundary conditions
+    bcs_new = b.boundary_conditions
+    assert bcs_new == {
+        'deflection': [(0, 2), (4, 3), (5, 0)],
+        'slope': [(0, 1), (4, 3), (5, 0)],
+        'bending_moment': [(0, 5), (1, 3), (5, 3)],
+        'shear_force': [(2, 1), (1, 1), (2, 3)]}
+
+    b1 = Beam(30, E, I)
+    b1.apply_load(-8, 0, -1)
+    b1.apply_load(R1, 10, -1)
+    b1.apply_load(R2, 30, -1)
+    b1.apply_load(120, 30, -2)
+    b1.bc_deflection = [(10, 0), (30, 0)]
+    b1.solve_for_reaction_loads(R1, R2)
+
+    # Test for finding reaction forces
+    p = b1.reaction_loads
+    q = {R1: 6, R2: 2}
+    assert p == q
+
+    # Test for load distribution function.
+    p = b1.load
+    q = -8*SingularityFunction(x, 0, -1) + 6*SingularityFunction(x, 10, -1) \
+    + 120*SingularityFunction(x, 30, -2) + 2*SingularityFunction(x, 30, -1)
+    assert p == q
+
+    # Test for shear force distribution function
+    p = b1.shear_force()
+    q = 8*SingularityFunction(x, 0, 0) - 6*SingularityFunction(x, 10, 0) \
+    - 120*SingularityFunction(x, 30, -1) - 2*SingularityFunction(x, 30, 0)
+    assert p == q
+
+    # Test for shear stress distribution function
+    p = b1.shear_stress()
+    q = (8*SingularityFunction(x, 0, 0) - 6*SingularityFunction(x, 10, 0) \
+    - 120*SingularityFunction(x, 30, -1) \
+    - 2*SingularityFunction(x, 30, 0))/A
+    assert p==q
+
+    # Test for bending moment distribution function
+    p = b1.bending_moment()
+    q = 8*SingularityFunction(x, 0, 1) - 6*SingularityFunction(x, 10, 1) \
+    - 120*SingularityFunction(x, 30, 0) - 2*SingularityFunction(x, 30, 1)
+    assert p == q
+
+    # Test for slope distribution function
+    p = b1.slope()
+    q = -4*SingularityFunction(x, 0, 2) + 3*SingularityFunction(x, 10, 2) \
+    + 120*SingularityFunction(x, 30, 1) + SingularityFunction(x, 30, 2) \
+    + Rational(4000, 3)
+    assert p == q/(E*I)
+
+    # Test for deflection distribution function
+    p = b1.deflection()
+    q = x*Rational(4000, 3) - 4*SingularityFunction(x, 0, 3)/3 \
+    + SingularityFunction(x, 10, 3) + 60*SingularityFunction(x, 30, 2) \
+    + SingularityFunction(x, 30, 3)/3 - 12000
+    assert p == q/(E*I)
+
+    # Test using symbols
+    l = Symbol('l')
+    w0 = Symbol('w0')
+    w2 = Symbol('w2')
+    a1 = Symbol('a1')
+    c = Symbol('c')
+    c1 = Symbol('c1')
+    d = Symbol('d')
+    e = Symbol('e')
+    f = Symbol('f')
+
+    b2 = Beam(l, E, I)
+
+    b2.apply_load(w0, a1, 1)
+    b2.apply_load(w2, c1, -1)
+
+    b2.bc_deflection = [(c, d)]
+    b2.bc_slope = [(e, f)]
+
+    # Test for load distribution function.
+    p = b2.load
+    q = w0*SingularityFunction(x, a1, 1) + w2*SingularityFunction(x, c1, -1)
+    assert p == q
+
+    # Test for shear force distribution function
+    p = b2.shear_force()
+    q = -w0*SingularityFunction(x, a1, 2)/2 \
+    - w2*SingularityFunction(x, c1, 0)
+    assert p == q
+
+    # Test for shear stress distribution function
+    p = b2.shear_stress()
+    q = (-w0*SingularityFunction(x, a1, 2)/2 \
+    - w2*SingularityFunction(x, c1, 0))/A
+    assert p == q
+
+    # Test for bending moment distribution function
+    p = b2.bending_moment()
+    q = -w0*SingularityFunction(x, a1, 3)/6 - w2*SingularityFunction(x, c1, 1)
+    assert p == q
+
+    # Test for slope distribution function
+    p = b2.slope()
+    q = (w0*SingularityFunction(x, a1, 4)/24 + w2*SingularityFunction(x, c1, 2)/2)/(E*I) + (E*I*f - w0*SingularityFunction(e, a1, 4)/24 - w2*SingularityFunction(e, c1, 2)/2)/(E*I)
+    assert expand(p) == expand(q)
+
+    # Test for deflection distribution function
+    p = b2.deflection()
+    q = x*(E*I*f - w0*SingularityFunction(e, a1, 4)/24 \
+    - w2*SingularityFunction(e, c1, 2)/2)/(E*I) \
+    + (w0*SingularityFunction(x, a1, 5)/120 \
+    + w2*SingularityFunction(x, c1, 3)/6)/(E*I) \
+    + (E*I*(-c*f + d) + c*w0*SingularityFunction(e, a1, 4)/24 \
+    + c*w2*SingularityFunction(e, c1, 2)/2 \
+    - w0*SingularityFunction(c, a1, 5)/120 \
+    - w2*SingularityFunction(c, c1, 3)/6)/(E*I)
+    assert simplify(p - q) == 0
+
+    b3 = Beam(9, E, I, 2)
+    b3.apply_load(value=-2, start=2, order=2, end=3)
+    b3.bc_slope.append((0, 2))
+    C3 = symbols('C3')
+    C4 = symbols('C4')
+
+    p = b3.load
+    q = -2*SingularityFunction(x, 2, 2) + 2*SingularityFunction(x, 3, 0) \
+    + 4*SingularityFunction(x, 3, 1) + 2*SingularityFunction(x, 3, 2)
+    assert p == q
+
+    p = b3.shear_force()
+    q = 2*SingularityFunction(x, 2, 3)/3 - 2*SingularityFunction(x, 3, 1) \
+    - 2*SingularityFunction(x, 3, 2) - 2*SingularityFunction(x, 3, 3)/3
+    assert p == q
+
+    p = b3.shear_stress()
+    q = SingularityFunction(x, 2, 3)/3 - 1*SingularityFunction(x, 3, 1) \
+    - 1*SingularityFunction(x, 3, 2) - 1*SingularityFunction(x, 3, 3)/3
+    assert p == q
+
+    p = b3.slope()
+    q = 2 - (SingularityFunction(x, 2, 5)/30 - SingularityFunction(x, 3, 3)/3 \
+    - SingularityFunction(x, 3, 4)/6 - SingularityFunction(x, 3, 5)/30)/(E*I)
+    assert p == q
+
+    p = b3.deflection()
+    q = 2*x - (SingularityFunction(x, 2, 6)/180 \
+    - SingularityFunction(x, 3, 4)/12 - SingularityFunction(x, 3, 5)/30 \
+    - SingularityFunction(x, 3, 6)/180)/(E*I)
+    assert p == q + C4
+
+    b4 = Beam(4, E, I, 3)
+    b4.apply_load(-3, 0, 0, end=3)
+
+    p = b4.load
+    q = -3*SingularityFunction(x, 0, 0) + 3*SingularityFunction(x, 3, 0)
+    assert p == q
+
+    p = b4.shear_force()
+    q = 3*SingularityFunction(x, 0, 1) \
+    - 3*SingularityFunction(x, 3, 1)
+    assert p == q
+
+    p = b4.shear_stress()
+    q = SingularityFunction(x, 0, 1) - SingularityFunction(x, 3, 1)
+    assert p == q
+
+    p = b4.slope()
+    q = -3*SingularityFunction(x, 0, 3)/6 + 3*SingularityFunction(x, 3, 3)/6
+    assert p == q/(E*I) + C3
+
+    p = b4.deflection()
+    q = -3*SingularityFunction(x, 0, 4)/24 + 3*SingularityFunction(x, 3, 4)/24
+    assert p == q/(E*I) + C3*x + C4
+
+    # can't use end with point loads
+    raises(ValueError, lambda: b4.apply_load(-3, 0, -1, end=3))
+    with raises(TypeError):
+        b4.variable = 1
+
+
+def test_insufficient_bconditions():
+    # Test cases when required number of boundary conditions
+    # are not provided to solve the integration constants.
+    L = symbols('L', positive=True)
+    E, I, P, a3, a4 = symbols('E I P a3 a4')
+
+    b = Beam(L, E, I, base_char='a')
+    b.apply_load(R2, L, -1)
+    b.apply_load(R1, 0, -1)
+    b.apply_load(-P, L/2, -1)
+    b.solve_for_reaction_loads(R1, R2)
+
+    p = b.slope()
+    q = P*SingularityFunction(x, 0, 2)/4 - P*SingularityFunction(x, L/2, 2)/2 + P*SingularityFunction(x, L, 2)/4
+    assert p == q/(E*I) + a3
+
+    p = b.deflection()
+    q = P*SingularityFunction(x, 0, 3)/12 - P*SingularityFunction(x, L/2, 3)/6 + P*SingularityFunction(x, L, 3)/12
+    assert p == q/(E*I) + a3*x + a4
+
+    b.bc_deflection = [(0, 0)]
+    p = b.deflection()
+    q = a3*x + P*SingularityFunction(x, 0, 3)/12 - P*SingularityFunction(x, L/2, 3)/6 + P*SingularityFunction(x, L, 3)/12
+    assert p == q/(E*I)
+
+    b.bc_deflection = [(0, 0), (L, 0)]
+    p = b.deflection()
+    q = -L**2*P*x/16 + P*SingularityFunction(x, 0, 3)/12 - P*SingularityFunction(x, L/2, 3)/6 + P*SingularityFunction(x, L, 3)/12
+    assert p == q/(E*I)
+
+
+def test_statically_indeterminate():
+    E = Symbol('E')
+    I = Symbol('I')
+    M1, M2 = symbols('M1, M2')
+    F = Symbol('F')
+    l = Symbol('l', positive=True)
+
+    b5 = Beam(l, E, I)
+    b5.bc_deflection = [(0, 0),(l, 0)]
+    b5.bc_slope = [(0, 0),(l, 0)]
+
+    b5.apply_load(R1, 0, -1)
+    b5.apply_load(M1, 0, -2)
+    b5.apply_load(R2, l, -1)
+    b5.apply_load(M2, l, -2)
+    b5.apply_load(-F, l/2, -1)
+
+    b5.solve_for_reaction_loads(R1, R2, M1, M2)
+    p = b5.reaction_loads
+    q = {R1: F/2, R2: F/2, M1: -F*l/8, M2: F*l/8}
+    assert p == q
+
+
+def test_beam_units():
+    E = Symbol('E')
+    I = Symbol('I')
+    R1, R2 = symbols('R1, R2')
+
+    kN = kilo*newton
+    gN = giga*newton
+
+    b = Beam(8*meter, 200*gN/meter**2, 400*1000000*(milli*meter)**4)
+    b.apply_load(5*kN, 2*meter, -1)
+    b.apply_load(R1, 0*meter, -1)
+    b.apply_load(R2, 8*meter, -1)
+    b.apply_load(10*kN/meter, 4*meter, 0, end=8*meter)
+    b.bc_deflection = [(0*meter, 0*meter), (8*meter, 0*meter)]
+    b.solve_for_reaction_loads(R1, R2)
+    assert b.reaction_loads == {R1: -13750*newton, R2: -31250*newton}
+
+    b = Beam(3*meter, E*newton/meter**2, I*meter**4)
+    b.apply_load(8*kN, 1*meter, -1)
+    b.apply_load(R1, 0*meter, -1)
+    b.apply_load(R2, 3*meter, -1)
+    b.apply_load(12*kN*meter, 2*meter, -2)
+    b.bc_deflection = [(0*meter, 0*meter), (3*meter, 0*meter)]
+    b.solve_for_reaction_loads(R1, R2)
+    assert b.reaction_loads == {R1: newton*Rational(-28000, 3), R2: newton*Rational(4000, 3)}
+    assert b.deflection().subs(x, 1*meter) == 62000*meter/(9*E*I)
+
+
+def test_variable_moment():
+    E = Symbol('E')
+    I = Symbol('I')
+
+    b = Beam(4, E, 2*(4 - x))
+    b.apply_load(20, 4, -1)
+    R, M = symbols('R, M')
+    b.apply_load(R, 0, -1)
+    b.apply_load(M, 0, -2)
+    b.bc_deflection = [(0, 0)]
+    b.bc_slope = [(0, 0)]
+    b.solve_for_reaction_loads(R, M)
+    assert b.slope().expand() == ((10*x*SingularityFunction(x, 0, 0)
+        - 10*(x - 4)*SingularityFunction(x, 4, 0))/E).expand()
+    assert b.deflection().expand() == ((5*x**2*SingularityFunction(x, 0, 0)
+        - 10*Piecewise((0, Abs(x)/4 < 1), (x**2*meijerg(((-1, 1), ()), ((), (-2, 0)), x/4), True))
+        + 40*SingularityFunction(x, 4, 1))/E).expand()
+
+    b = Beam(4, E - x, I)
+    b.apply_load(20, 4, -1)
+    R, M = symbols('R, M')
+    b.apply_load(R, 0, -1)
+    b.apply_load(M, 0, -2)
+    b.bc_deflection = [(0, 0)]
+    b.bc_slope = [(0, 0)]
+    b.solve_for_reaction_loads(R, M)
+    assert b.slope().expand() == ((-80*(-log(-E) + log(-E + x))*SingularityFunction(x, 0, 0)
+        + 80*(-log(-E + 4) + log(-E + x))*SingularityFunction(x, 4, 0) + 20*(-E*log(-E)
+        + E*log(-E + x) + x)*SingularityFunction(x, 0, 0) - 20*(-E*log(-E + 4) + E*log(-E + x)
+        + x - 4)*SingularityFunction(x, 4, 0))/I).expand()
+
+
+def test_composite_beam():
+    E = Symbol('E')
+    I = Symbol('I')
+    b1 = Beam(2, E, 1.5*I)
+    b2 = Beam(2, E, I)
+    b = b1.join(b2, "fixed")
+    b.apply_load(-20, 0, -1)
+    b.apply_load(80, 0, -2)
+    b.apply_load(20, 4, -1)
+    b.bc_slope = [(0, 0)]
+    b.bc_deflection = [(0, 0)]
+    assert b.length == 4
+    assert b.second_moment == Piecewise((1.5*I, x <= 2), (I, x <= 4))
+    assert b.slope().subs(x, 4) == 120.0/(E*I)
+    assert b.slope().subs(x, 2) == 80.0/(E*I)
+    assert int(b.deflection().subs(x, 4).args[0]) == -302  # Coefficient of 1/(E*I)
+
+    l = symbols('l', positive=True)
+    R1, M1, R2, R3, P = symbols('R1 M1 R2 R3 P')
+    b1 = Beam(2*l, E, I)
+    b2 = Beam(2*l, E, I)
+    b = b1.join(b2,"hinge")
+    b.apply_load(M1, 0, -2)
+    b.apply_load(R1, 0, -1)
+    b.apply_load(R2, l, -1)
+    b.apply_load(R3, 4*l, -1)
+    b.apply_load(P, 3*l, -1)
+    b.bc_slope = [(0, 0)]
+    b.bc_deflection = [(0, 0), (l, 0), (4*l, 0)]
+    b.solve_for_reaction_loads(M1, R1, R2, R3)
+    assert b.reaction_loads == {R3: -P/2, R2: P*Rational(-5, 4), M1: -P*l/4, R1: P*Rational(3, 4)}
+    assert b.slope().subs(x, 3*l) == -7*P*l**2/(48*E*I)
+    assert b.deflection().subs(x, 2*l) == 7*P*l**3/(24*E*I)
+    assert b.deflection().subs(x, 3*l) == 5*P*l**3/(16*E*I)
+
+    # When beams having same second moment are joined.
+    b1 = Beam(2, 500, 10)
+    b2 = Beam(2, 500, 10)
+    b = b1.join(b2, "fixed")
+    b.apply_load(M1, 0, -2)
+    b.apply_load(R1, 0, -1)
+    b.apply_load(R2, 1, -1)
+    b.apply_load(R3, 4, -1)
+    b.apply_load(10, 3, -1)
+    b.bc_slope = [(0, 0)]
+    b.bc_deflection = [(0, 0), (1, 0), (4, 0)]
+    b.solve_for_reaction_loads(M1, R1, R2, R3)
+    assert b.slope() == -2*SingularityFunction(x, 0, 1)/5625 + SingularityFunction(x, 0, 2)/1875\
+                - 133*SingularityFunction(x, 1, 2)/135000 + SingularityFunction(x, 3, 2)/1000\
+                - 37*SingularityFunction(x, 4, 2)/67500
+    assert b.deflection() == -SingularityFunction(x, 0, 2)/5625 + SingularityFunction(x, 0, 3)/5625\
+                    - 133*SingularityFunction(x, 1, 3)/405000 + SingularityFunction(x, 3, 3)/3000\
+                    - 37*SingularityFunction(x, 4, 3)/202500
+
+
+def test_point_cflexure():
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(10, E, I)
+    b.apply_load(-4, 0, -1)
+    b.apply_load(-46, 6, -1)
+    b.apply_load(10, 2, -1)
+    b.apply_load(20, 4, -1)
+    b.apply_load(3, 6, 0)
+    assert b.point_cflexure() == [Rational(10, 3)]
+
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(15, E, I)
+    r0 = b.apply_support(0, type='pin')
+    r10 = b.apply_support(10, type='pin')
+    r15, m15 = b.apply_support(15, type='fixed')
+    b.apply_rotation_hinge(12)
+    b.apply_load(-10, 5, -1)
+    b.apply_load(-5, 10, 0, 15)
+    b.solve_for_reaction_loads(r0, r10, r15, m15)
+    assert b.point_cflexure() == [Rational(1200, 163), 12, Rational(163, 12)]
+
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(15, E, I)
+    r0 = b.apply_support(0, type='pin')
+    r10 = b.apply_support(10, type='pin')
+    r15, m15 = b.apply_support(15, type='fixed')
+    b.apply_rotation_hinge(5)
+    b.apply_rotation_hinge(12)
+    b.apply_load(-10, 5, -1)
+    b.apply_load(-5, 10, 0, 15)
+    b.solve_for_reaction_loads(r0, r10, r15, m15)
+    with raises(NotImplementedError):
+        b.point_cflexure()
+
+def test_remove_load():
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(4, E, I)
+
+    try:
+        b.remove_load(2, 1, -1)
+    # As no load is applied on beam, ValueError should be returned.
+    except ValueError:
+        assert True
+    else:
+        assert False
+
+    b.apply_load(-3, 0, -2)
+    b.apply_load(4, 2, -1)
+    b.apply_load(-2, 2, 2, end = 3)
+    b.remove_load(-2, 2, 2, end = 3)
+    assert b.load == -3*SingularityFunction(x, 0, -2) + 4*SingularityFunction(x, 2, -1)
+    assert b.applied_loads == [(-3, 0, -2, None), (4, 2, -1, None)]
+
+    try:
+        b.remove_load(1, 2, -1)
+    # As load of this magnitude was never applied at
+    # this position, method should return a ValueError.
+    except ValueError:
+        assert True
+    else:
+        assert False
+
+    b.remove_load(-3, 0, -2)
+    b.remove_load(4, 2, -1)
+    assert b.load == 0
+    assert b.applied_loads == []
+
+
+def test_apply_support():
+    E = Symbol('E')
+    I = Symbol('I')
+
+    b = Beam(4, E, I)
+    b.apply_support(0, "cantilever")
+    b.apply_load(20, 4, -1)
+    M_0, R_0 = symbols('M_0, R_0')
+    b.solve_for_reaction_loads(R_0, M_0)
+    assert simplify(b.slope()) == simplify((80*SingularityFunction(x, 0, 1) - 10*SingularityFunction(x, 0, 2)
+                + 10*SingularityFunction(x, 4, 2))/(E*I))
+    assert simplify(b.deflection()) == simplify((40*SingularityFunction(x, 0, 2) - 10*SingularityFunction(x, 0, 3)/3
+                + 10*SingularityFunction(x, 4, 3)/3)/(E*I))
+
+    b = Beam(30, E, I)
+    p0 = b.apply_support(10, "pin")
+    p1 = b.apply_support(30, "roller")
+    b.apply_load(-8, 0, -1)
+    b.apply_load(120, 30, -2)
+    b.solve_for_reaction_loads(p0, p1)
+    assert b.slope() == (-4*SingularityFunction(x, 0, 2) + 3*SingularityFunction(x, 10, 2)
+            + 120*SingularityFunction(x, 30, 1) + SingularityFunction(x, 30, 2) + Rational(4000, 3))/(E*I)
+    assert b.deflection() == (x*Rational(4000, 3) - 4*SingularityFunction(x, 0, 3)/3 + SingularityFunction(x, 10, 3)
+            + 60*SingularityFunction(x, 30, 2) + SingularityFunction(x, 30, 3)/3 - 12000)/(E*I)
+    R_10 = Symbol('R_10')
+    R_30 = Symbol('R_30')
+    assert p0 == R_10
+    assert b.reaction_loads == {R_10: 6, R_30: 2}
+    assert b.reaction_loads[p0] == 6
+
+    b = Beam(8, E, I)
+    p0, m0 = b.apply_support(0, "fixed")
+    p1 = b.apply_support(8, "roller")
+    b.apply_load(-5, 0, 0, 8)
+    b.solve_for_reaction_loads(p0, m0, p1)
+    R_0 = Symbol('R_0')
+    M_0 = Symbol('M_0')
+    R_8 = Symbol('R_8')
+    assert p0 == R_0
+    assert m0 == M_0
+    assert p1 == R_8
+    assert b.reaction_loads == {R_0: 25, M_0: -40, R_8: 15}
+    assert b.reaction_loads[m0] == -40
+
+    P = Symbol('P', positive=True)
+    L = Symbol('L', positive=True)
+    b = Beam(L, E, I)
+    b.apply_support(0, type='fixed')
+    b.apply_support(L, type='fixed')
+    b.apply_load(-P, L/2, -1)
+    R_0, R_L, M_0, M_L = symbols('R_0, R_L, M_0, M_L')
+    b.solve_for_reaction_loads(R_0, R_L, M_0, M_L)
+    assert b.reaction_loads == {R_0: P/2, R_L: P/2, M_0: -L*P/8, M_L: L*P/8}
+
+def test_apply_rotation_hinge():
+    b = Beam(15, 20, 20)
+    r0, m0 = b.apply_support(0, type='fixed')
+    r10 = b.apply_support(10, type='pin')
+    r15 = b.apply_support(15, type='pin')
+    p7 = b.apply_rotation_hinge(7)
+    p12 = b.apply_rotation_hinge(12)
+    b.apply_load(-10, 7, -1)
+    b.apply_load(-2, 10, 0, 15)
+    b.solve_for_reaction_loads(r0, m0, r10, r15)
+    R_0, M_0, R_10, R_15, P_7, P_12 = symbols('R_0, M_0, R_10, R_15, P_7, P_12')
+    expected_reactions = {R_0: 20/3, M_0: -140/3, R_10: 31/3, R_15: 3}
+    expected_rotations = {P_7: 2281/2160, P_12: -5137/5184}
+    reaction_symbols = [r0, m0, r10, r15]
+    rotation_symbols = [p7, p12]
+    tolerance = 1e-6
+    assert all(abs(b.reaction_loads[r] - expected_reactions[r]) < tolerance for r in reaction_symbols)
+    assert all(abs(b.rotation_jumps[r] - expected_rotations[r]) < tolerance for r in rotation_symbols)
+    expected_bending_moment = (140 * SingularityFunction(x, 0, 0) / 3 - 20 * SingularityFunction(x, 0, 1) / 3
+        - 11405 * SingularityFunction(x, 7, -1) / 27 + 10 * SingularityFunction(x, 7, 1)
+        - 31 * SingularityFunction(x, 10, 1) / 3 + SingularityFunction(x, 10, 2)
+        + 128425 * SingularityFunction(x, 12, -1) / 324 - 3 * SingularityFunction(x, 15, 1)
+        - SingularityFunction(x, 15, 2))
+    assert b.bending_moment().expand() == expected_bending_moment.expand()
+    expected_slope = (-7*SingularityFunction(x, 0, 1)/60 + SingularityFunction(x, 0, 2)/120
+        + 2281*SingularityFunction(x, 7, 0)/2160 - SingularityFunction(x, 7, 2)/80
+        + 31*SingularityFunction(x, 10, 2)/2400 - SingularityFunction(x, 10, 3)/1200
+        - 5137*SingularityFunction(x, 12, 0)/5184 + 3*SingularityFunction(x, 15, 2)/800
+        + SingularityFunction(x, 15, 3)/1200)
+    assert b.slope().expand() == expected_slope.expand()
+    expected_deflection = (-7 * SingularityFunction(x, 0, 2) / 120 + SingularityFunction(x, 0, 3) / 360
+        + 2281 * SingularityFunction(x, 7, 1) / 2160 - SingularityFunction(x, 7, 3) / 240
+        + 31 * SingularityFunction(x, 10, 3) / 7200 - SingularityFunction(x, 10, 4) / 4800
+        - 5137 * SingularityFunction(x, 12, 1) / 5184 + SingularityFunction(x, 15, 3) / 800
+        + SingularityFunction(x, 15, 4) / 4800)
+    assert b.deflection().expand() == expected_deflection.expand()
+
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    b = Beam(10, E, I)
+    r0, m0 = b.apply_support(0, type="fixed")
+    r10 = b.apply_support(10, type="pin")
+    b.apply_rotation_hinge(6)
+    b.apply_load(F, 8, -1)
+    b.solve_for_reaction_loads(r0, m0, r10)
+    assert b.reaction_loads == {R_0: -F/2, M_0: 3*F, R_10: -F/2}
+    assert (b.bending_moment() == -3*F*SingularityFunction(x, 0, 0) + F*SingularityFunction(x, 0, 1)/2
+            + 17*F*SingularityFunction(x, 6, -1) - F*SingularityFunction(x, 8, 1)
+            + F*SingularityFunction(x, 10, 1)/2)
+    expected_deflection = -(-3*F*SingularityFunction(x, 0, 2)/2 + F*SingularityFunction(x, 0, 3)/12
+            + 17*F*SingularityFunction(x, 6, 1) - F*SingularityFunction(x, 8, 3)/6
+            + F*SingularityFunction(x, 10, 3)/12)/(E*I)
+    assert b.deflection().expand() == expected_deflection.expand()
+
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    l1 = Symbol('l1', positive=True)
+    l2 = Symbol('l2', positive=True)
+    l3 = Symbol('l3', positive=True)
+    L = l1 + l2 + l3
+    b = Beam(L, E, I)
+    r0, m0 = b.apply_support(0, type="fixed")
+    r1 = b.apply_support(L, type="pin")
+    b.apply_rotation_hinge(l1)
+    b.apply_load(F, l1+l2, -1)
+    b.solve_for_reaction_loads(r0, m0, r1)
+    assert b.reaction_loads[r0] == -F*l3/(l2 + l3)
+    assert b.reaction_loads[m0] == F*l1*l3/(l2 + l3)
+    assert b.reaction_loads[r1] == -F*l2/(l2 + l3)
+    expected_bending_moment = (-F*l1*l3*SingularityFunction(x, 0, 0)/(l2 + l3)
+            + F*l2*SingularityFunction(x, l1 + l2 + l3, 1)/(l2 + l3)
+            + F*l3*SingularityFunction(x, 0, 1)/(l2 + l3) - F*SingularityFunction(x, l1 + l2, 1)
+            - (-2*F*l1**3*l3 - 3*F*l1**2*l2*l3 - 3*F*l1**2*l3**2 + F*l2**3*l3 + 3*F*l2**2*l3**2 + 2*F*l2*l3**3)
+            *SingularityFunction(x, l1, -1)/(6*l2**2 + 12*l2*l3 + 6*l3**2))
+    assert simplify(b.bending_moment().expand()) == simplify(expected_bending_moment.expand())
+
+def test_apply_sliding_hinge():
+    b = Beam(13, 20, 20)
+    r0, m0 = b.apply_support(0, type="fixed")
+    w8 = b.apply_sliding_hinge(8)
+    r13 = b.apply_support(13, type="pin")
+    b.apply_load(-10, 5, -1)
+    b.solve_for_reaction_loads(r0, m0, r13)
+    R_0, M_0, R_13, W_8 = symbols('R_0, M_0, R_13 W_8')
+    assert b.reaction_loads == {R_0: 10, M_0: -50, R_13: 0}
+    tolerance = 1e-6
+    assert abs(b.deflection_jumps[w8] - 85/24) < tolerance
+    assert (b.bending_moment() == 50*SingularityFunction(x, 0, 0) - 10*SingularityFunction(x, 0, 1)
+            + 10*SingularityFunction(x, 5, 1) - 4250*SingularityFunction(x, 8, -2)/3)
+    assert (b.deflection() == -SingularityFunction(x, 0, 2)/16 + SingularityFunction(x, 0, 3)/240
+            - SingularityFunction(x, 5, 3)/240 + 85*SingularityFunction(x, 8, 0)/24)
+
+    E = Symbol('E')
+    I = Symbol('I')
+    I2 = Symbol('I2')
+    b1 = Beam(5, E, I)
+    b2 = Beam(8, E, I2)
+    b = b1.join(b2)
+    r0, m0 = b.apply_support(0, type="fixed")
+    b.apply_sliding_hinge(8)
+    r13 = b.apply_support(13, type="pin")
+    b.apply_load(-10, 5, -1)
+    b.solve_for_reaction_loads(r0, m0, r13)
+    W_8 = Symbol('W_8')
+    assert b.deflection_jumps == {W_8: 4250/(3*E*I2)}
+
+    E = Symbol('E')
+    I = Symbol('I')
+    q = Symbol('q')
+    l1 = Symbol('l1', positive=True)
+    l2 = Symbol('l2', positive=True)
+    l3 = Symbol('l3', positive=True)
+    L = l1 + l2 + l3
+    b = Beam(L, E, I)
+    r0 = b.apply_support(0, type="pin")
+    r3 = b.apply_support(l1, type="pin")
+    b.apply_sliding_hinge(l1 + l2)
+    r10 = b.apply_support(L, type="pin")
+    b.apply_load(q, 0, 0, l1)
+    b.solve_for_reaction_loads(r0, r3, r10)
+    assert (b.bending_moment() == l1*q*SingularityFunction(x, 0, 1)/2 + l1*q*SingularityFunction(x, l1, 1)/2
+            - q*SingularityFunction(x, 0, 2)/2 + q*SingularityFunction(x, l1, 2)/2
+            + (-l1**3*l2*q/24 - l1**3*l3*q/24)*SingularityFunction(x, l1 + l2, -2))
+    assert b.deflection() ==(l1**3*q*x/24 - l1*q*SingularityFunction(x, 0, 3)/12
+                             - l1*q*SingularityFunction(x, l1, 3)/12 + q*SingularityFunction(x, 0, 4)/24
+                             - q*SingularityFunction(x, l1, 4)/24
+                             + (l1**3*l2*q/24 + l1**3*l3*q/24)*SingularityFunction(x, l1 + l2, 0))/(E*I)
+
+def test_max_shear_force():
+    E = Symbol('E')
+    I = Symbol('I')
+
+    b = Beam(3, E, I)
+    R, M = symbols('R, M')
+    b.apply_load(R, 0, -1)
+    b.apply_load(M, 0, -2)
+    b.apply_load(2, 3, -1)
+    b.apply_load(4, 2, -1)
+    b.apply_load(2, 2, 0, end=3)
+    b.solve_for_reaction_loads(R, M)
+    assert b.max_shear_force() == (Interval(0, 2), 8)
+
+    l = symbols('l', positive=True)
+    P = Symbol('P')
+    b = Beam(l, E, I)
+    R1, R2 = symbols('R1, R2')
+    b.apply_load(R1, 0, -1)
+    b.apply_load(R2, l, -1)
+    b.apply_load(P, 0, 0, end=l)
+    b.solve_for_reaction_loads(R1, R2)
+    max_shear = b.max_shear_force()
+    assert max_shear[0] == 0
+    assert simplify(max_shear[1] - (l*Abs(P)/2)) == 0
+
+
+def test_max_bmoment():
+    E = Symbol('E')
+    I = Symbol('I')
+    l, P = symbols('l, P', positive=True)
+
+    b = Beam(l, E, I)
+    R1, R2 = symbols('R1, R2')
+    b.apply_load(R1, 0, -1)
+    b.apply_load(R2, l, -1)
+    b.apply_load(P, l/2, -1)
+    b.solve_for_reaction_loads(R1, R2)
+    b.reaction_loads
+    assert b.max_bmoment() == (l/2, P*l/4)
+
+    b = Beam(l, E, I)
+    R1, R2 = symbols('R1, R2')
+    b.apply_load(R1, 0, -1)
+    b.apply_load(R2, l, -1)
+    b.apply_load(P, 0, 0, end=l)
+    b.solve_for_reaction_loads(R1, R2)
+    assert b.max_bmoment() == (l/2, P*l**2/8)
+
+
+def test_max_deflection():
+    E, I, l, F = symbols('E, I, l, F', positive=True)
+    b = Beam(l, E, I)
+    b.bc_deflection = [(0, 0),(l, 0)]
+    b.bc_slope = [(0, 0),(l, 0)]
+    b.apply_load(F/2, 0, -1)
+    b.apply_load(-F*l/8, 0, -2)
+    b.apply_load(F/2, l, -1)
+    b.apply_load(F*l/8, l, -2)
+    b.apply_load(-F, l/2, -1)
+    assert b.max_deflection() == (l/2, F*l**3/(192*E*I))
+
+def test_solve_for_ild_reactions():
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(10, E, I)
+    b.apply_support(0, type="pin")
+    b.apply_support(10, type="pin")
+    R_0, R_10 = symbols('R_0, R_10')
+    b.solve_for_ild_reactions(1, R_0, R_10)
+    a = b.ild_variable
+    assert b.ild_reactions == {R_0: -SingularityFunction(a, 0, 0) + SingularityFunction(a, 0, 1)/10
+                                    - SingularityFunction(a, 10, 1)/10,
+                               R_10: -SingularityFunction(a, 0, 1)/10 + SingularityFunction(a, 10, 0)
+                                     + SingularityFunction(a, 10, 1)/10}
+
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    L = Symbol('L', positive=True)
+    b = Beam(L, E, I)
+    b.apply_support(L, type="fixed")
+    b.apply_load(F, 0, -1)
+    R_L, M_L = symbols('R_L, M_L')
+    b.solve_for_ild_reactions(F, R_L, M_L)
+    a = b.ild_variable
+    assert b.ild_reactions == {R_L: -F*SingularityFunction(a, 0, 0) + F*SingularityFunction(a, L, 0) - F,
+                               M_L: -F*L*SingularityFunction(a, 0, 0) - F*L + F*SingularityFunction(a, 0, 1)
+                                    - F*SingularityFunction(a, L, 1)}
+
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(20, E, I)
+    r0 = b.apply_support(0, type="pin")
+    r5 = b.apply_support(5, type="pin")
+    r10 = b.apply_support(10, type="pin")
+    r20, m20 = b.apply_support(20, type="fixed")
+    b.solve_for_ild_reactions(1, r0, r5, r10, r20, m20)
+    a = b.ild_variable
+    assert b.ild_reactions[r0].subs(a, 4) == -Rational(59, 475)
+    assert b.ild_reactions[r5].subs(a, 4) == -Rational(2296, 2375)
+    assert b.ild_reactions[r10].subs(a, 4) == Rational(243, 2375)
+    assert b.ild_reactions[r20].subs(a, 12) == -Rational(83, 475)
+    assert b.ild_reactions[m20].subs(a, 12) == -Rational(264, 475)
+
+def test_solve_for_ild_shear():
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    L1 = Symbol('L1', positive=True)
+    L2 = Symbol('L2', positive=True)
+    b = Beam(L1 + L2, E, I)
+    r0 = b.apply_support(0, type="pin")
+    rL = b.apply_support(L1 + L2, type="pin")
+    b.solve_for_ild_reactions(F, r0, rL)
+    b.solve_for_ild_shear(L1, F, r0, rL)
+    a = b.ild_variable
+    expected_shear = (-F*L1*SingularityFunction(a, 0, 0)/(L1 + L2) - F*L2*SingularityFunction(a, 0, 0)/(L1 + L2)
+                      - F*SingularityFunction(-a, 0, 0) + F*SingularityFunction(a, L1 + L2, 0) + F
+                      + F*SingularityFunction(a, 0, 1)/(L1 + L2) - F*SingularityFunction(a, L1 + L2, 1)/(L1 + L2)
+                      - (-F*L1*SingularityFunction(a, 0, 0)/(L1 + L2) + F*L1*SingularityFunction(a, L1 + L2, 0)/(L1 + L2)
+                         - F*L2*SingularityFunction(a, 0, 0)/(L1 + L2) + F*L2*SingularityFunction(a, L1 + L2, 0)/(L1 + L2)
+                         + 2*F)*SingularityFunction(a, L1, 0))
+    assert b.ild_shear.expand() == expected_shear.expand()
+
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(20, E, I)
+    r0 = b.apply_support(0, type="pin")
+    r5 = b.apply_support(5, type="pin")
+    r10 = b.apply_support(10, type="pin")
+    r20, m20 = b.apply_support(20, type="fixed")
+    b.solve_for_ild_reactions(1, r0, r5, r10, r20, m20)
+    b.solve_for_ild_shear(6, 1, r0, r5, r10, r20, m20)
+    a = b.ild_variable
+    assert b.ild_shear.subs(a, 12) == Rational(96, 475)
+    assert b.ild_shear.subs(a, 4) == -Rational(216, 2375)
+
+def test_solve_for_ild_moment():
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    L1 = Symbol('L1', positive=True)
+    L2 = Symbol('L2', positive=True)
+    b = Beam(L1 + L2, E, I)
+    r0 = b.apply_support(0, type="pin")
+    rL = b.apply_support(L1 + L2, type="pin")
+    a = b.ild_variable
+    b.solve_for_ild_reactions(F, r0, rL)
+    b.solve_for_ild_moment(L1, F, r0, rL)
+    assert b.ild_moment.subs(a, 3).subs(L1, 5).subs(L2, 5) == -3*F/2
+
+    E = Symbol('E')
+    I = Symbol('I')
+    b = Beam(20, E, I)
+    r0 = b.apply_support(0, type="pin")
+    r5 = b.apply_support(5, type="pin")
+    r10 = b.apply_support(10, type="pin")
+    r20, m20 = b.apply_support(20, type="fixed")
+    b.solve_for_ild_reactions(1, r0, r5, r10, r20, m20)
+    b.solve_for_ild_moment(5, 1, r0, r5, r10, r20, m20)
+    assert b.ild_moment.subs(a, 12) == -Rational(96, 475)
+    assert b.ild_moment.subs(a, 4) == Rational(36, 95)
+
+def test_ild_with_rotation_hinge():
+    E = Symbol('E')
+    I = Symbol('I')
+    F = Symbol('F')
+    L1 = Symbol('L1', positive=True)
+    L2 = Symbol('L2', positive=True)
+    L3 = Symbol('L3', positive=True)
+    b = Beam(L1 + L2 + L3, E, I)
+    r0 = b.apply_support(0, type="pin")
+    r1 = b.apply_support(L1 + L2, type="pin")
+    r2 = b.apply_support(L1 + L2 + L3, type="pin")
+    b.apply_rotation_hinge(L1 + L2)
+    b.solve_for_ild_reactions(F, r0, r1, r2)
+    a = b.ild_variable
+    assert b.ild_reactions[r0].subs(a, 4).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -3*F/5
+    assert b.ild_reactions[r0].subs(a, -10).subs(L1, 5).subs(L2, 5).subs(L3, 10) == 0
+    assert b.ild_reactions[r0].subs(a, 25).subs(L1, 5).subs(L2, 5).subs(L3, 10) == 0
+    assert b.ild_reactions[r1].subs(a, 4).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -2*F/5
+    assert b.ild_reactions[r2].subs(a, 18).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -4*F/5
+    b.solve_for_ild_shear(L1, F, r0, r1, r2)
+    assert b.ild_shear.subs(a, 7).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -3*F/10
+    assert b.ild_shear.subs(a, 70).subs(L1, 5).subs(L2, 5).subs(L3, 10) == 0
+    b.solve_for_ild_moment(L1, F, r0, r1, r2)
+    assert b.ild_moment.subs(a, 1).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -F/2
+    assert b.ild_moment.subs(a, 8).subs(L1, 5).subs(L2, 5).subs(L3, 10) == -F
+
+def test_ild_with_sliding_hinge():
+    b = Beam(13, 200, 200)
+    r0 = b.apply_support(0, type="pin")
+    r6 = b.apply_support(6, type="pin")
+    r13, m13 = b.apply_support(13, type="fixed")
+    w3 = b.apply_sliding_hinge(3)
+    b.solve_for_ild_reactions(1, r0, r6, r13, m13)
+    a = b.ild_variable
+    assert b.ild_reactions[r0].subs(a, 3) == -1
+    assert b.ild_reactions[r6].subs(a, 3) == Rational(9, 14)
+    assert b.ild_reactions[r13].subs(a, 9) == -Rational(207, 343)
+    assert b.ild_reactions[m13].subs(a, 9) == -Rational(60, 49)
+    assert b.ild_reactions[m13].subs(a, 15) == 0
+    assert b.ild_reactions[m13].subs(a, -3) == 0
+    assert b.ild_deflection_jumps[w3].subs(a, 9) == -Rational(9, 35000)
+    b.solve_for_ild_shear(7, 1, r0, r6, r13, m13)
+    assert b.ild_shear.subs(a, 8) == -Rational(200, 343)
+    b.solve_for_ild_moment(8, 1, r0, r6, r13, m13)
+    assert b.ild_moment.subs(a, 3) == -Rational(12, 7)
+
+def test_Beam3D():
+    l, E, G, I, A = symbols('l, E, G, I, A')
+    R1, R2, R3, R4 = symbols('R1, R2, R3, R4')
+
+    b = Beam3D(l, E, G, I, A)
+    m, q = symbols('m, q')
+    b.apply_load(q, 0, 0, dir="y")
+    b.apply_moment_load(m, 0, 0, dir="z")
+    b.bc_slope = [(0, [0, 0, 0]), (l, [0, 0, 0])]
+    b.bc_deflection = [(0, [0, 0, 0]), (l, [0, 0, 0])]
+    b.solve_slope_deflection()
+
+    assert b.polar_moment() == 2*I
+    assert b.shear_force() == [0, -q*x, 0]
+    assert b.shear_stress() == [0, -q*x/A, 0]
+    assert b.axial_stress() == 0
+    assert b.bending_moment() == [0, 0, -m*x + q*x**2/2]
+    expected_deflection = (x*(A*G*q*x**3/4 + A*G*x**2*(-l*(A*G*l*(l*q - 2*m) +
+        12*E*I*q)/(A*G*l**2 + 12*E*I)/2 - m) + 3*E*I*l*(A*G*l*(l*q - 2*m) +
+        12*E*I*q)/(A*G*l**2 + 12*E*I) + x*(-A*G*l**2*q/2 +
+        3*A*G*l**2*(A*G*l*(l*q - 2*m) + 12*E*I*q)/(A*G*l**2 + 12*E*I)/4 +
+        A*G*l*m*Rational(3, 2) - 3*E*I*q))/(6*A*E*G*I))
+    dx, dy, dz = b.deflection()
+    assert dx == dz == 0
+    assert simplify(dy - expected_deflection) == 0
+
+    b2 = Beam3D(30, E, G, I, A, x)
+    b2.apply_load(50, start=0, order=0, dir="y")
+    b2.bc_deflection = [(0, [0, 0, 0]), (30, [0, 0, 0])]
+    b2.apply_load(R1, start=0, order=-1, dir="y")
+    b2.apply_load(R2, start=30, order=-1, dir="y")
+    b2.solve_for_reaction_loads(R1, R2)
+    assert b2.reaction_loads == {R1: -750, R2: -750}
+
+    b2.solve_slope_deflection()
+    assert b2.slope() == [0, 0, 25*x**3/(3*E*I) - 375*x**2/(E*I) + 3750*x/(E*I)]
+    expected_deflection = 25*x**4/(12*E*I) - 125*x**3/(E*I) + 1875*x**2/(E*I) - \
+        25*x**2/(A*G) + 750*x/(A*G)
+    dx, dy, dz = b2.deflection()
+    assert dx == dz == 0
+    assert dy == expected_deflection
+
+    # Test for solve_for_reaction_loads
+    b3 = Beam3D(30, E, G, I, A, x)
+    b3.apply_load(8, start=0, order=0, dir="y")
+    b3.apply_load(9*x, start=0, order=0, dir="z")
+    b3.apply_load(R1, start=0, order=-1, dir="y")
+    b3.apply_load(R2, start=30, order=-1, dir="y")
+    b3.apply_load(R3, start=0, order=-1, dir="z")
+    b3.apply_load(R4, start=30, order=-1, dir="z")
+    b3.solve_for_reaction_loads(R1, R2, R3, R4)
+    assert b3.reaction_loads == {R1: -120, R2: -120, R3: -1350, R4: -2700}
+
+
+def test_polar_moment_Beam3D():
+    l, E, G, A, I1, I2 = symbols('l, E, G, A, I1, I2')
+    I = [I1, I2]
+
+    b = Beam3D(l, E, G, I, A)
+    assert b.polar_moment() == I1 + I2
+
+
+def test_parabolic_loads():
+
+    E, I, L = symbols('E, I, L', positive=True, real=True)
+    R, M, P = symbols('R, M, P', real=True)
+
+    # cantilever beam fixed at x=0 and parabolic distributed loading across
+    # length of beam
+    beam = Beam(L, E, I)
+
+    beam.bc_deflection.append((0, 0))
+    beam.bc_slope.append((0, 0))
+    beam.apply_load(R, 0, -1)
+    beam.apply_load(M, 0, -2)
+
+    # parabolic load
+    beam.apply_load(1, 0, 2)
+
+    beam.solve_for_reaction_loads(R, M)
+
+    assert beam.reaction_loads[R] == -L**3/3
+
+    # cantilever beam fixed at x=0 and parabolic distributed loading across
+    # first half of beam
+    beam = Beam(2*L, E, I)
+
+    beam.bc_deflection.append((0, 0))
+    beam.bc_slope.append((0, 0))
+    beam.apply_load(R, 0, -1)
+    beam.apply_load(M, 0, -2)
+
+    # parabolic load from x=0 to x=L
+    beam.apply_load(1, 0, 2, end=L)
+
+    beam.solve_for_reaction_loads(R, M)
+
+    # result should be the same as the prior example
+    assert beam.reaction_loads[R] == -L**3/3
+
+    # check constant load
+    beam = Beam(2*L, E, I)
+    beam.apply_load(P, 0, 0, end=L)
+    loading = beam.load.xreplace({L: 10, E: 20, I: 30, P: 40})
+    assert loading.xreplace({x: 5}) == 40
+    assert loading.xreplace({x: 15}) == 0
+
+    # check ramp load
+    beam = Beam(2*L, E, I)
+    beam.apply_load(P, 0, 1, end=L)
+    assert beam.load == (P*SingularityFunction(x, 0, 1) -
+                         P*SingularityFunction(x, L, 1) -
+                         P*L*SingularityFunction(x, L, 0))
+
+    # check higher order load: x**8 load from x=0 to x=L
+    beam = Beam(2*L, E, I)
+    beam.apply_load(P, 0, 8, end=L)
+    loading = beam.load.xreplace({L: 10, E: 20, I: 30, P: 40})
+    assert loading.xreplace({x: 5}) == 40*5**8
+    assert loading.xreplace({x: 15}) == 0
+
+
+def test_cross_section():
+    I = Symbol('I')
+    l = Symbol('l')
+    E = Symbol('E')
+    C3, C4 = symbols('C3, C4')
+    a, c, g, h, r, n = symbols('a, c, g, h, r, n')
+
+    # test for second_moment and cross_section setter
+    b0 = Beam(l, E, I)
+    assert b0.second_moment == I
+    assert b0.cross_section == None
+    b0.cross_section = Circle((0, 0), 5)
+    assert b0.second_moment == pi*Rational(625, 4)
+    assert b0.cross_section == Circle((0, 0), 5)
+    b0.second_moment = 2*n - 6
+    assert b0.second_moment == 2*n-6
+    assert b0.cross_section == None
+    with raises(ValueError):
+        b0.second_moment = Circle((0, 0), 5)
+
+    # beam with a circular cross-section
+    b1 = Beam(50, E, Circle((0, 0), r))
+    assert b1.cross_section == Circle((0, 0), r)
+    assert b1.second_moment == pi*r*Abs(r)**3/4
+
+    b1.apply_load(-10, 0, -1)
+    b1.apply_load(R1, 5, -1)
+    b1.apply_load(R2, 50, -1)
+    b1.apply_load(90, 45, -2)
+    b1.solve_for_reaction_loads(R1, R2)
+    assert b1.load == (-10*SingularityFunction(x, 0, -1) + 82*SingularityFunction(x, 5, -1)/S(9)
+                         + 90*SingularityFunction(x, 45, -2) + 8*SingularityFunction(x, 50, -1)/9)
+    assert b1.bending_moment() == (10*SingularityFunction(x, 0, 1) - 82*SingularityFunction(x, 5, 1)/9
+                                     - 90*SingularityFunction(x, 45, 0) - 8*SingularityFunction(x, 50, 1)/9)
+    q = (-5*SingularityFunction(x, 0, 2) + 41*SingularityFunction(x, 5, 2)/S(9)
+           + 90*SingularityFunction(x, 45, 1) + 4*SingularityFunction(x, 50, 2)/S(9))/(pi*E*r*Abs(r)**3)
+    assert b1.slope() == C3 + 4*q
+    q = (-5*SingularityFunction(x, 0, 3)/3 + 41*SingularityFunction(x, 5, 3)/27 + 45*SingularityFunction(x, 45, 2)
+           + 4*SingularityFunction(x, 50, 3)/27)/(pi*E*r*Abs(r)**3)
+    assert b1.deflection() == C3*x + C4 + 4*q
+
+    # beam with a recatangular cross-section
+    b2 = Beam(20, E, Polygon((0, 0), (a, 0), (a, c), (0, c)))
+    assert b2.cross_section == Polygon((0, 0), (a, 0), (a, c), (0, c))
+    assert b2.second_moment == a*c**3/12
+    # beam with a triangular cross-section
+    b3 = Beam(15, E, Triangle((0, 0), (g, 0), (g/2, h)))
+    assert b3.cross_section == Triangle(Point2D(0, 0), Point2D(g, 0), Point2D(g/2, h))
+    assert b3.second_moment == g*h**3/36
+
+    # composite beam
+    b = b2.join(b3, "fixed")
+    b.apply_load(-30, 0, -1)
+    b.apply_load(65, 0, -2)
+    b.apply_load(40, 0, -1)
+    b.bc_slope = [(0, 0)]
+    b.bc_deflection = [(0, 0)]
+
+    assert b.second_moment == Piecewise((a*c**3/12, x <= 20), (g*h**3/36, x <= 35))
+    assert b.cross_section == None
+    assert b.length == 35
+    assert b.slope().subs(x, 7) == 8400/(E*a*c**3)
+    assert b.slope().subs(x, 25) == 52200/(E*g*h**3) + 39600/(E*a*c**3)
+    assert b.deflection().subs(x, 30) == -537000/(E*g*h**3) - 712000/(E*a*c**3)
+
+def test_max_shear_force_Beam3D():
+    x = symbols('x')
+    b = Beam3D(20, 40, 21, 100, 25)
+    b.apply_load(15, start=0, order=0, dir="z")
+    b.apply_load(12*x, start=0, order=0, dir="y")
+    b.bc_deflection = [(0, [0, 0, 0]), (20, [0, 0, 0])]
+    assert b.max_shear_force() == [(0, 0), (20, 2400), (20, 300)]
+
+def test_max_bending_moment_Beam3D():
+    x = symbols('x')
+    b = Beam3D(20, 40, 21, 100, 25)
+    b.apply_load(15, start=0, order=0, dir="z")
+    b.apply_load(12*x, start=0, order=0, dir="y")
+    b.bc_deflection = [(0, [0, 0, 0]), (20, [0, 0, 0])]
+    assert b.max_bmoment() == [(0, 0), (20, 3000), (20, 16000)]
+
+def test_max_deflection_Beam3D():
+    x = symbols('x')
+    b = Beam3D(20, 40, 21, 100, 25)
+    b.apply_load(15, start=0, order=0, dir="z")
+    b.apply_load(12*x, start=0, order=0, dir="y")
+    b.bc_deflection = [(0, [0, 0, 0]), (20, [0, 0, 0])]
+    b.solve_slope_deflection()
+    c = sympify("495/14")
+    p = sympify("-10 + 10*sqrt(10793)/43")
+    q = sympify("(10 - 10*sqrt(10793)/43)**3/160 - 20/7 + (10 - 10*sqrt(10793)/43)**4/6400 + 20*sqrt(10793)/301 + 27*(10 - 10*sqrt(10793)/43)**2/560")
+    assert b.max_deflection() == [(0, 0), (10, c), (p, q)]
+
+def test_torsion_Beam3D():
+    x = symbols('x')
+    b = Beam3D(20, 40, 21, 100, 25)
+    b.apply_moment_load(15, 5, -2, dir='x')
+    b.apply_moment_load(25, 10, -2, dir='x')
+    b.apply_moment_load(-5, 20, -2, dir='x')
+    b.solve_for_torsion()
+    assert b.angular_deflection().subs(x, 3) == sympify("1/40")
+    assert b.angular_deflection().subs(x, 9) == sympify("17/280")
+    assert b.angular_deflection().subs(x, 12) == sympify("53/840")
+    assert b.angular_deflection().subs(x, 17) == sympify("2/35")
+    assert b.angular_deflection().subs(x, 20) == sympify("3/56")

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/tests/test_cable.py

@@ -0,0 +1,83 @@
+from sympy.physics.continuum_mechanics.cable import Cable
+from sympy.core.symbol import Symbol
+
+
+def test_cable():
+    c = Cable(('A', 0, 10), ('B', 10, 10))
+    assert c.supports == {'A': [0, 10], 'B': [10, 10]}
+    assert c.left_support == [0, 10]
+    assert c.right_support == [10, 10]
+    assert c.loads == {'distributed': {}, 'point_load': {}}
+    assert c.loads_position == {}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for change_support method
+    c.change_support('A', ('C', 12, 3))
+    assert c.supports == {'B': [10, 10], 'C': [12, 3]}
+    assert c.left_support == [10, 10]
+    assert c.right_support == [12, 3]
+    assert c.reaction_loads == {Symbol("R_B_x"): 0, Symbol("R_B_y"): 0, Symbol("R_C_x"): 0, Symbol("R_C_y"): 0}
+
+    c.change_support('C', ('A', 0, 10))
+
+    # tests for apply_load method for point loads
+    c.apply_load(-1, ('X', 2, 5, 3, 30))
+    c.apply_load(-1, ('Y', 5, 8, 5, 60))
+    assert c.loads == {'distributed': {}, 'point_load': {'X': [3, 30], 'Y': [5, 60]}}
+    assert c.loads_position == {'X': [2, 5], 'Y': [5, 8]}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for remove_loads method
+    c.remove_loads('X')
+    assert c.loads == {'distributed': {}, 'point_load': {'Y': [5, 60]}}
+    assert c.loads_position == {'Y': [5, 8]}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    c.remove_loads('Y')
+
+    #tests for apply_load method for distributed load
+    c.apply_load(0, ('Z', 9))
+    assert c.loads == {'distributed': {'Z': 9}, 'point_load': {}}
+    assert c.loads_position == {}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for apply_length method
+    c.apply_length(20)
+    assert c.length == 20
+
+    del c
+    # tests for solve method
+    # for point loads
+    c = Cable(("A", 0, 10), ("B", 5.5, 8))
+    c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+    c.apply_load(-1, ('X', 4, 6, 8, 270))
+    c.solve()
+    #assert c.tension == {Symbol("Z_X"): 4.79150773600774, Symbol("X_B"): 6.78571428571429, Symbol("A_Z"): 6.89488895397307}
+    assert abs(c.tension[Symbol("A_Z")] - 6.89488895397307) < 10e-12
+    assert abs(c.tension[Symbol("Z_X")] - 4.79150773600774) < 10e-12
+    assert abs(c.tension[Symbol("X_B")] - 6.78571428571429) < 10e-12
+    #assert c.reaction_loads == {Symbol("R_A_x"): -4.06504065040650, Symbol("R_A_y"): 5.56910569105691, Symbol("R_B_x"): 4.06504065040650, Symbol("R_B_y"): 5.43089430894309}
+    assert abs(c.reaction_loads[Symbol("R_A_x")] + 4.06504065040650) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_A_y")] - 5.56910569105691) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_B_x")] - 4.06504065040650) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_B_y")] - 5.43089430894309) < 10e-12
+    assert abs(c.length - 8.25609584845190) < 10e-12
+
+    del c
+    # tests for solve method
+    # for distributed loads
+    c=Cable(("A", 0, 40),("B", 100, 20))
+    c.apply_load(0, ("X", 850))
+    c.solve(58.58, 0)
+
+    # assert c.tension['distributed'] == 36456.8485*sqrt(0.000543529004799705*(X + 0.00135624381275735)**2 + 1)
+    assert abs(c.tension_at(0) - 61717.4130533677) < 10e-11
+    assert abs(c.tension_at(40) - 39738.0809048449) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_A_x")] - 36465.0000000000) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_A_y")] + 49793.0000000000) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_B_x")] - 44399.9537590861) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_B_y")] - 42868.2071025955 ) < 10e-11

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/tests/test_truss.py

@@ -0,0 +1,100 @@
+from sympy.core.symbol import Symbol, symbols
+from sympy.physics.continuum_mechanics.truss import Truss
+from sympy import sqrt
+
+
+def test_truss():
+    A = Symbol('A')
+    B = Symbol('B')
+    C = Symbol('C')
+    AB, BC, AC = symbols('AB, BC, AC')
+    P = Symbol('P')
+
+    t = Truss()
+    assert t.nodes == []
+    assert t.node_labels == []
+    assert t.node_positions == []
+    assert t.members == {}
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.reaction_loads == {}
+    assert t.internal_forces == {}
+
+    # testing the add_node method
+    t.add_node((A, 0, 0), (B, 2, 2), (C, 3, 0))
+    assert t.nodes == [(A, 0, 0), (B, 2, 2), (C, 3, 0)]
+    assert t.node_labels == [A, B, C]
+    assert t.node_positions == [(0, 0), (2, 2), (3, 0)]
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.reaction_loads == {}
+
+    # testing the remove_node method
+    t.remove_node(C)
+    assert t.nodes == [(A, 0, 0), (B, 2, 2)]
+    assert t.node_labels == [A, B]
+    assert t.node_positions == [(0, 0), (2, 2)]
+    assert t.loads == {}
+    assert t.supports == {}
+
+    t.add_node((C, 3, 0))
+
+    # testing the add_member method
+    t.add_member((AB, A, B), (BC, B, C), (AC, A, C))
+    assert t.members == {AB: [A, B], BC: [B, C], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, BC: 0, AC: 0}
+
+    # testing the remove_member method
+    t.remove_member(BC)
+    assert t.members == {AB: [A, B], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, AC: 0}
+
+    t.add_member((BC, B, C))
+
+    D, CD = symbols('D, CD')
+
+    # testing the change_label methods
+    t.change_node_label((B, D))
+    assert t.nodes == [(A, 0, 0), (D, 2, 2), (C, 3, 0)]
+    assert t.node_labels == [A, D, C]
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.members == {AB: [A, D], BC: [D, C], AC: [A, C]}
+
+    t.change_member_label((BC, CD))
+    assert t.members == {AB: [A, D], CD: [D, C], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, CD: 0, AC: 0}
+
+
+    # testing the apply_load method
+    t.apply_load((A, P, 90), (A, P/4, 90), (A, 2*P,45), (D, P/2, 90))
+    assert t.loads == {A: [[P, 90], [P/4, 90], [2*P, 45]], D: [[P/2, 90]]}
+    assert t.loads[A] == [[P, 90], [P/4, 90], [2*P, 45]]
+
+    # testing the remove_load method
+    t.remove_load((A, P/4, 90))
+    assert t.loads == {A: [[P, 90], [2*P, 45]], D: [[P/2, 90]]}
+    assert t.loads[A] == [[P, 90], [2*P, 45]]
+
+    # testing the apply_support method
+    t.apply_support((A, "pinned"), (D, "roller"))
+    assert t.supports == {A: 'pinned', D: 'roller'}
+    assert t.reaction_loads == {}
+    assert t.loads == {A: [[P, 90], [2*P, 45], [Symbol('R_A_x'), 0], [Symbol('R_A_y'), 90]],  D: [[P/2, 90], [Symbol('R_D_y'), 90]]}
+
+    # testing the remove_support method
+    t.remove_support(A)
+    assert t.supports == {D: 'roller'}
+    assert t.reaction_loads == {}
+    assert t.loads == {A: [[P, 90], [2*P, 45]], D: [[P/2, 90], [Symbol('R_D_y'), 90]]}
+
+    t.apply_support((A, "pinned"))
+
+    # testing the solve method
+    t.solve()
+    assert t.reaction_loads['R_A_x'] == -sqrt(2)*P
+    assert t.reaction_loads['R_A_y'] == -sqrt(2)*P - P
+    assert t.reaction_loads['R_D_y'] == -P/2
+    assert t.internal_forces[AB]/P == 0
+    assert t.internal_forces[CD] == 0
+    assert t.internal_forces[AC] == 0

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/continuum_mechanics/truss.py

@@ -0,0 +1,1108 @@
+"""
+This module can be used to solve problems related
+to 2D Trusses.
+"""
+
+
+from cmath import atan, inf
+from sympy.core.add import Add
+from sympy.core.evalf import INF
+from sympy.core.mul import Mul
+from sympy.core.symbol import Symbol
+from sympy.core.sympify import sympify
+from sympy import Matrix, pi
+from sympy.external.importtools import import_module
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.matrices.dense import zeros
+import math
+from sympy.physics.units.quantities import Quantity
+from sympy.plotting import plot
+from sympy.utilities.decorator import doctest_depends_on
+from sympy import sin, cos
+
+
+__doctest_requires__ = {('Truss.draw'): ['matplotlib']}
+
+
+numpy = import_module('numpy', import_kwargs={'fromlist':['arange']})
+
+
+class Truss:
+    """
+    A Truss is an assembly of members such as beams,
+    connected by nodes, that create a rigid structure.
+    In engineering, a truss is a structure that
+    consists of two-force members only.
+
+    Trusses are extremely important in engineering applications
+    and can be seen in numerous real-world applications like bridges.
+
+    Examples
+    ========
+
+    There is a Truss consisting of four nodes and five
+    members connecting the nodes. A force P acts
+    downward on the node D and there also exist pinned
+    and roller joints on the nodes A and B respectively.
+
+    .. image:: truss_example.png
+
+    >>> from sympy.physics.continuum_mechanics.truss import Truss
+    >>> t = Truss()
+    >>> t.add_node(("node_1", 0, 0), ("node_2", 6, 0), ("node_3", 2, 2), ("node_4", 2, 0))
+    >>> t.add_member(("member_1", "node_1", "node_4"), ("member_2", "node_2", "node_4"), ("member_3", "node_1", "node_3"))
+    >>> t.add_member(("member_4", "node_2", "node_3"), ("member_5", "node_3", "node_4"))
+    >>> t.apply_load(("node_4", 10, 270))
+    >>> t.apply_support(("node_1", "pinned"), ("node_2", "roller"))
+    """
+
+    def __init__(self):
+        """
+        Initializes the class
+        """
+        self._nodes = []
+        self._members = {}
+        self._loads = {}
+        self._supports = {}
+        self._node_labels = []
+        self._node_positions = []
+        self._node_position_x = []
+        self._node_position_y = []
+        self._nodes_occupied = {}
+        self._member_lengths = {}
+        self._reaction_loads = {}
+        self._internal_forces = {}
+        self._node_coordinates = {}
+
+    @property
+    def nodes(self):
+        """
+        Returns the nodes of the truss along with their positions.
+        """
+        return self._nodes
+
+    @property
+    def node_labels(self):
+        """
+        Returns the node labels of the truss.
+        """
+        return self._node_labels
+
+    @property
+    def node_positions(self):
+        """
+        Returns the positions of the nodes of the truss.
+        """
+        return self._node_positions
+
+    @property
+    def members(self):
+        """
+        Returns the members of the truss along with the start and end points.
+        """
+        return self._members
+
+    @property
+    def member_lengths(self):
+        """
+        Returns the length of each member of the truss.
+        """
+        return self._member_lengths
+
+    @property
+    def supports(self):
+        """
+        Returns the nodes with provided supports along with the kind of support provided i.e.
+        pinned or roller.
+        """
+        return self._supports
+
+    @property
+    def loads(self):
+        """
+        Returns the loads acting on the truss.
+        """
+        return self._loads
+
+    @property
+    def reaction_loads(self):
+        """
+        Returns the reaction forces for all supports which are all initialized to 0.
+        """
+        return self._reaction_loads
+
+    @property
+    def internal_forces(self):
+        """
+        Returns the internal forces for all members which are all initialized to 0.
+        """
+        return self._internal_forces
+
+    def add_node(self, *args):
+        """
+        This method adds a node to the truss along with its name/label and its location.
+        Multiple nodes can be added at the same time.
+
+        Parameters
+        ==========
+        The input(s) for this method are tuples of the form (label, x, y).
+
+        label:  String or a Symbol
+            The label for a node. It is the only way to identify a particular node.
+
+        x: Sympifyable
+            The x-coordinate of the position of the node.
+
+        y: Sympifyable
+            The y-coordinate of the position of the node.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0))
+        >>> t.nodes
+        [('A', 0, 0)]
+        >>> t.add_node(('B', 3, 0), ('C', 4, 1))
+        >>> t.nodes
+        [('A', 0, 0), ('B', 3, 0), ('C', 4, 1)]
+        """
+
+        for i in args:
+            label = i[0]
+            x = i[1]
+            x = sympify(x)
+            y=i[2]
+            y = sympify(y)
+            if label in self._node_coordinates:
+                raise ValueError("Node needs to have a unique label")
+
+            elif [x, y] in self._node_coordinates.values():
+                raise ValueError("A node already exists at the given position")
+
+            else :
+                self._nodes.append((label, x, y))
+                self._node_labels.append(label)
+                self._node_positions.append((x, y))
+                self._node_position_x.append(x)
+                self._node_position_y.append(y)
+                self._node_coordinates[label] = [x, y]
+
+
+
+    def remove_node(self, *args):
+        """
+        This method removes a node from the truss.
+        Multiple nodes can be removed at the same time.
+
+        Parameters
+        ==========
+        The input(s) for this method are the labels of the nodes to be removed.
+
+        label:  String or Symbol
+            The label of the node to be removed.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0), ('C', 5, 0))
+        >>> t.nodes
+        [('A', 0, 0), ('B', 3, 0), ('C', 5, 0)]
+        >>> t.remove_node('A', 'C')
+        >>> t.nodes
+        [('B', 3, 0)]
+        """
+        for label in args:
+            for i in range(len(self.nodes)):
+                if self._node_labels[i] == label:
+                    x = self._node_position_x[i]
+                    y = self._node_position_y[i]
+
+            if label not in self._node_coordinates:
+                raise ValueError("No such node exists in the truss")
+
+            else:
+                members_duplicate = self._members.copy()
+                for member in members_duplicate:
+                    if label == self._members[member][0] or label == self._members[member][1]:
+                        raise ValueError("The given node already has member attached to it")
+                self._nodes.remove((label, x, y))
+                self._node_labels.remove(label)
+                self._node_positions.remove((x, y))
+                self._node_position_x.remove(x)
+                self._node_position_y.remove(y)
+                if label in self._loads:
+                    self._loads.pop(label)
+                if label in self._supports:
+                    self._supports.pop(label)
+                self._node_coordinates.pop(label)
+
+
+
+    def add_member(self, *args):
+        """
+        This method adds a member between any two nodes in the given truss.
+
+        Parameters
+        ==========
+        The input(s) of the method are tuple(s) of the form (label, start, end).
+
+        label: String or Symbol
+            The label for a member. It is the only way to identify a particular member.
+
+        start: String or Symbol
+            The label of the starting point/node of the member.
+
+        end: String or Symbol
+            The label of the ending point/node of the member.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0), ('C', 2, 2))
+        >>> t.add_member(('AB', 'A', 'B'), ('BC', 'B', 'C'))
+        >>> t.members
+        {'AB': ['A', 'B'], 'BC': ['B', 'C']}
+        """
+        for i in args:
+            label = i[0]
+            start = i[1]
+            end = i[2]
+
+            if start not in self._node_coordinates or end not in self._node_coordinates or start==end:
+                raise ValueError("The start and end points of the member must be unique nodes")
+
+            elif label in self._members:
+                raise ValueError("A member with the same label already exists for the truss")
+
+            elif self._nodes_occupied.get((start, end)):
+                raise ValueError("A member already exists between the two nodes")
+
+            else:
+                self._members[label] = [start, end]
+                self._member_lengths[label] = sqrt((self._node_coordinates[end][0]-self._node_coordinates[start][0])**2 + (self._node_coordinates[end][1]-self._node_coordinates[start][1])**2)
+                self._nodes_occupied[start, end] = True
+                self._nodes_occupied[end, start] = True
+                self._internal_forces[label] = 0
+
+    def remove_member(self, *args):
+        """
+        This method removes members from the given truss.
+
+        Parameters
+        ==========
+        labels: String or Symbol
+            The label for the member to be removed.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0), ('C', 2, 2))
+        >>> t.add_member(('AB', 'A', 'B'), ('AC', 'A', 'C'), ('BC', 'B', 'C'))
+        >>> t.members
+        {'AB': ['A', 'B'], 'AC': ['A', 'C'], 'BC': ['B', 'C']}
+        >>> t.remove_member('AC', 'BC')
+        >>> t.members
+        {'AB': ['A', 'B']}
+        """
+        for label in args:
+            if label not in self._members:
+                raise ValueError("No such member exists in the Truss")
+
+            else:
+                self._nodes_occupied.pop((self._members[label][0], self._members[label][1]))
+                self._nodes_occupied.pop((self._members[label][1], self._members[label][0]))
+                self._members.pop(label)
+                self._member_lengths.pop(label)
+                self._internal_forces.pop(label)
+
+    def change_node_label(self, *args):
+        """
+        This method changes the label(s) of the specified node(s).
+
+        Parameters
+        ==========
+        The input(s) of this method are tuple(s) of the form (label, new_label).
+
+        label: String or Symbol
+            The label of the node for which the label has
+            to be changed.
+
+        new_label: String or Symbol
+            The new label of the node.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0))
+        >>> t.nodes
+        [('A', 0, 0), ('B', 3, 0)]
+        >>> t.change_node_label(('A', 'C'), ('B', 'D'))
+        >>> t.nodes
+        [('C', 0, 0), ('D', 3, 0)]
+        """
+        for i in args:
+            label = i[0]
+            new_label = i[1]
+            if label not in self._node_coordinates:
+                raise ValueError("No such node exists for the Truss")
+            elif new_label in self._node_coordinates:
+                raise ValueError("A node with the given label already exists")
+            else:
+                for node in self._nodes:
+                    if node[0] == label:
+                        self._nodes[self._nodes.index((label, node[1], node[2]))] = (new_label, node[1], node[2])
+                        self._node_labels[self._node_labels.index(node[0])] = new_label
+                        self._node_coordinates[new_label] = self._node_coordinates[label]
+                        self._node_coordinates.pop(label)
+                        if node[0] in self._supports:
+                            self._supports[new_label] = self._supports[node[0]]
+                            self._supports.pop(node[0])
+                        if new_label in self._supports:
+                            if self._supports[new_label] == 'pinned':
+                                if 'R_'+str(label)+'_x' in self._reaction_loads and 'R_'+str(label)+'_y' in self._reaction_loads:
+                                    self._reaction_loads['R_'+str(new_label)+'_x'] = self._reaction_loads['R_'+str(label)+'_x']
+                                    self._reaction_loads['R_'+str(new_label)+'_y'] = self._reaction_loads['R_'+str(label)+'_y']
+                                    self._reaction_loads.pop('R_'+str(label)+'_x')
+                                    self._reaction_loads.pop('R_'+str(label)+'_y')
+                                self._loads[new_label] = self._loads[label]
+                                for load in self._loads[new_label]:
+                                    if load[1] == 90:
+                                        load[0] -= Symbol('R_'+str(label)+'_y')
+                                        if load[0] == 0:
+                                            self._loads[label].remove(load)
+                                        break
+                                for load in self._loads[new_label]:
+                                    if load[1] == 0:
+                                        load[0] -= Symbol('R_'+str(label)+'_x')
+                                        if load[0] == 0:
+                                            self._loads[label].remove(load)
+                                        break
+                                self.apply_load(new_label, Symbol('R_'+str(new_label)+'_x'), 0)
+                                self.apply_load(new_label, Symbol('R_'+str(new_label)+'_y'), 90)
+                                self._loads.pop(label)
+                            elif self._supports[new_label] == 'roller':
+                                self._loads[new_label] = self._loads[label]
+                                for load in self._loads[label]:
+                                    if load[1] == 90:
+                                        load[0] -= Symbol('R_'+str(label)+'_y')
+                                        if load[0] == 0:
+                                            self._loads[label].remove(load)
+                                        break
+                                self.apply_load(new_label, Symbol('R_'+str(new_label)+'_y'), 90)
+                                self._loads.pop(label)
+                        else:
+                            if label in self._loads:
+                                self._loads[new_label] = self._loads[label]
+                                self._loads.pop(label)
+                        for member in self._members:
+                            if self._members[member][0] == node[0]:
+                                self._members[member][0] = new_label
+                                self._nodes_occupied[(new_label, self._members[member][1])] = True
+                                self._nodes_occupied[(self._members[member][1], new_label)] = True
+                                self._nodes_occupied.pop((label, self._members[member][1]))
+                                self._nodes_occupied.pop((self._members[member][1], label))
+                            elif self._members[member][1] == node[0]:
+                                self._members[member][1] = new_label
+                                self._nodes_occupied[(self._members[member][0], new_label)] = True
+                                self._nodes_occupied[(new_label, self._members[member][0])] = True
+                                self._nodes_occupied.pop((self._members[member][0], label))
+                                self._nodes_occupied.pop((label, self._members[member][0]))
+
+    def change_member_label(self, *args):
+        """
+        This method changes the label(s) of the specified member(s).
+
+        Parameters
+        ==========
+        The input(s) of this method are tuple(s) of the form (label, new_label)
+
+        label: String or Symbol
+            The label of the member for which the label has
+            to be changed.
+
+        new_label: String or Symbol
+            The new label of the member.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0), ('D', 5, 0))
+        >>> t.nodes
+        [('A', 0, 0), ('B', 3, 0), ('D', 5, 0)]
+        >>> t.change_node_label(('A', 'C'))
+        >>> t.nodes
+        [('C', 0, 0), ('B', 3, 0), ('D', 5, 0)]
+        >>> t.add_member(('BC', 'B', 'C'), ('BD', 'B', 'D'))
+        >>> t.members
+        {'BC': ['B', 'C'], 'BD': ['B', 'D']}
+        >>> t.change_member_label(('BC', 'BC_new'), ('BD', 'BD_new'))
+        >>> t.members
+        {'BC_new': ['B', 'C'], 'BD_new': ['B', 'D']}
+        """
+        for i in args:
+            label = i[0]
+            new_label = i[1]
+            if label not in self._members:
+                raise ValueError("No such member exists for the Truss")
+            else:
+                members_duplicate = list(self._members).copy()
+                for member in members_duplicate:
+                    if member == label:
+                        self._members[new_label] = [self._members[member][0], self._members[member][1]]
+                        self._members.pop(label)
+                        self._member_lengths[new_label] = self._member_lengths[label]
+                        self._member_lengths.pop(label)
+                        self._internal_forces[new_label] = self._internal_forces[label]
+                        self._internal_forces.pop(label)
+
+    def apply_load(self, *args):
+        """
+        This method applies external load(s) at the specified node(s).
+
+        Parameters
+        ==========
+        The input(s) of the method are tuple(s) of the form (location, magnitude, direction).
+
+        location: String or Symbol
+            Label of the Node at which load is applied.
+
+        magnitude: Sympifyable
+            Magnitude of the load applied. It must always be positive and any changes in
+            the direction of the load are not reflected here.
+
+        direction: Sympifyable
+            The angle, in degrees, that the load vector makes with the horizontal
+            in the counter-clockwise direction. It takes the values 0 to 360,
+            inclusive.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> from sympy import symbols
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0))
+        >>> P = symbols('P')
+        >>> t.apply_load(('A', P, 90), ('A', P/2, 45), ('A', P/4, 90))
+        >>> t.loads
+        {'A': [[P, 90], [P/2, 45], [P/4, 90]]}
+        """
+        for i in args:
+            location = i[0]
+            magnitude = i[1]
+            direction = i[2]
+            magnitude = sympify(magnitude)
+            direction = sympify(direction)
+
+            if location not in self._node_coordinates:
+                raise ValueError("Load must be applied at a known node")
+
+            else:
+                if location in self._loads:
+                    self._loads[location].append([magnitude, direction])
+                else:
+                    self._loads[location] = [[magnitude, direction]]
+
+    def remove_load(self, *args):
+        """
+        This method removes already
+        present external load(s) at specified node(s).
+
+        Parameters
+        ==========
+        The input(s) of this method are tuple(s) of the form (location, magnitude, direction).
+
+        location: String or Symbol
+            Label of the Node at which load is applied and is to be removed.
+
+        magnitude: Sympifyable
+            Magnitude of the load applied.
+
+        direction: Sympifyable
+            The angle, in degrees, that the load vector makes with the horizontal
+            in the counter-clockwise direction. It takes the values 0 to 360,
+            inclusive.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> from sympy import symbols
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0))
+        >>> P = symbols('P')
+        >>> t.apply_load(('A', P, 90), ('A', P/2, 45), ('A', P/4, 90))
+        >>> t.loads
+        {'A': [[P, 90], [P/2, 45], [P/4, 90]]}
+        >>> t.remove_load(('A', P/4, 90), ('A', P/2, 45))
+        >>> t.loads
+        {'A': [[P, 90]]}
+        """
+        for i in args:
+            location = i[0]
+            magnitude = i[1]
+            direction = i[2]
+            magnitude = sympify(magnitude)
+            direction = sympify(direction)
+
+            if location not in self._node_coordinates:
+                raise ValueError("Load must be removed from a known node")
+
+            else:
+                if [magnitude, direction] not in self._loads[location]:
+                    raise ValueError("No load of this magnitude and direction has been applied at this node")
+                else:
+                    self._loads[location].remove([magnitude, direction])
+            if self._loads[location] == []:
+                self._loads.pop(location)
+
+    def apply_support(self, *args):
+        """
+        This method adds a pinned or roller support at specified node(s).
+
+        Parameters
+        ==========
+        The input(s) of this method are of the form (location, type).
+
+        location: String or Symbol
+            Label of the Node at which support is added.
+
+        type: String
+            Type of the support being provided at the node.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0))
+        >>> t.apply_support(('A', 'pinned'), ('B', 'roller'))
+        >>> t.supports
+        {'A': 'pinned', 'B': 'roller'}
+        """
+        for i in args:
+            location = i[0]
+            type = i[1]
+            if location not in self._node_coordinates:
+                raise ValueError("Support must be added on a known node")
+
+            else:
+                if location not in self._supports:
+                    if type == 'pinned':
+                        self.apply_load((location, Symbol('R_'+str(location)+'_x'), 0))
+                        self.apply_load((location, Symbol('R_'+str(location)+'_y'), 90))
+                    elif type == 'roller':
+                        self.apply_load((location, Symbol('R_'+str(location)+'_y'), 90))
+                elif self._supports[location] == 'pinned':
+                    if type == 'roller':
+                        self.remove_load((location, Symbol('R_'+str(location)+'_x'), 0))
+                elif self._supports[location] == 'roller':
+                    if type == 'pinned':
+                        self.apply_load((location, Symbol('R_'+str(location)+'_x'), 0))
+                self._supports[location] = type
+
+    def remove_support(self, *args):
+        """
+        This method removes support from specified node(s.)
+
+        Parameters
+        ==========
+
+        locations: String or Symbol
+            Label of the Node(s) at which support is to be removed.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(('A', 0, 0), ('B', 3, 0))
+        >>> t.apply_support(('A', 'pinned'), ('B', 'roller'))
+        >>> t.supports
+        {'A': 'pinned', 'B': 'roller'}
+        >>> t.remove_support('A','B')
+        >>> t.supports
+        {}
+        """
+        for location in args:
+
+            if location not in self._node_coordinates:
+                raise ValueError("No such node exists in the Truss")
+
+            elif location not in self._supports:
+                raise ValueError("No support has been added to the given node")
+
+            else:
+                if self._supports[location] == 'pinned':
+                    self.remove_load((location, Symbol('R_'+str(location)+'_x'), 0))
+                    self.remove_load((location, Symbol('R_'+str(location)+'_y'), 90))
+                elif self._supports[location] == 'roller':
+                    self.remove_load((location, Symbol('R_'+str(location)+'_y'), 90))
+                self._supports.pop(location)
+
+    def solve(self):
+        """
+        This method solves for all reaction forces of all supports and all internal forces
+        of all the members in the truss, provided the Truss is solvable.
+
+        A Truss is solvable if the following condition is met,
+
+        2n >= r + m
+
+        Where n is the number of nodes, r is the number of reaction forces, where each pinned
+        support has 2 reaction forces and each roller has 1, and m is the number of members.
+
+        The given condition is derived from the fact that a system of equations is solvable
+        only when the number of variables is lesser than or equal to the number of equations.
+        Equilibrium Equations in x and y directions give two equations per node giving 2n number
+        equations. However, the truss needs to be stable as well and may be unstable if 2n > r + m.
+        The number of variables is simply the sum of the number of reaction forces and member
+        forces.
+
+        .. note::
+           The sign convention for the internal forces present in a member revolves around whether each
+           force is compressive or tensile. While forming equations for each node, internal force due
+           to a member on the node is assumed to be away from the node i.e. each force is assumed to
+           be compressive by default. Hence, a positive value for an internal force implies the
+           presence of compressive force in the member and a negative value implies a tensile force.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.truss import Truss
+        >>> t = Truss()
+        >>> t.add_node(("node_1", 0, 0), ("node_2", 6, 0), ("node_3", 2, 2), ("node_4", 2, 0))
+        >>> t.add_member(("member_1", "node_1", "node_4"), ("member_2", "node_2", "node_4"), ("member_3", "node_1", "node_3"))
+        >>> t.add_member(("member_4", "node_2", "node_3"), ("member_5", "node_3", "node_4"))
+        >>> t.apply_load(("node_4", 10, 270))
+        >>> t.apply_support(("node_1", "pinned"), ("node_2", "roller"))
+        >>> t.solve()
+        >>> t.reaction_loads
+        {'R_node_1_x': 0, 'R_node_1_y': 20/3, 'R_node_2_y': 10/3}
+        >>> t.internal_forces
+        {'member_1': 20/3, 'member_2': 20/3, 'member_3': -20*sqrt(2)/3, 'member_4': -10*sqrt(5)/3, 'member_5': 10}
+        """
+        count_reaction_loads = 0
+        for node in self._nodes:
+            if node[0] in self._supports:
+                if self._supports[node[0]]=='pinned':
+                    count_reaction_loads += 2
+                elif self._supports[node[0]]=='roller':
+                    count_reaction_loads += 1
+        if 2*len(self._nodes) != len(self._members) + count_reaction_loads:
+            raise ValueError("The given truss cannot be solved")
+        coefficients_matrix = [[0 for i in range(2*len(self._nodes))] for j in range(2*len(self._nodes))]
+        load_matrix = zeros(2*len(self.nodes), 1)
+        load_matrix_row = 0
+        for node in self._nodes:
+            if node[0] in self._loads:
+                for load in self._loads[node[0]]:
+                    if load[0]!=Symbol('R_'+str(node[0])+'_x') and load[0]!=Symbol('R_'+str(node[0])+'_y'):
+                        load_matrix[load_matrix_row] -= load[0]*cos(pi*load[1]/180)
+                        load_matrix[load_matrix_row + 1] -= load[0]*sin(pi*load[1]/180)
+            load_matrix_row += 2
+        cols = 0
+        row = 0
+        for node in self._nodes:
+            if node[0] in self._supports:
+                if self._supports[node[0]]=='pinned':
+                    coefficients_matrix[row][cols] += 1
+                    coefficients_matrix[row+1][cols+1] += 1
+                    cols += 2
+                elif self._supports[node[0]]=='roller':
+                    coefficients_matrix[row+1][cols] += 1
+                    cols += 1
+            row += 2
+        for member in self._members:
+            start = self._members[member][0]
+            end = self._members[member][1]
+            length = sqrt((self._node_coordinates[start][0]-self._node_coordinates[end][0])**2 + (self._node_coordinates[start][1]-self._node_coordinates[end][1])**2)
+            start_index = self._node_labels.index(start)
+            end_index = self._node_labels.index(end)
+            horizontal_component_start = (self._node_coordinates[end][0]-self._node_coordinates[start][0])/length
+            vertical_component_start = (self._node_coordinates[end][1]-self._node_coordinates[start][1])/length
+            horizontal_component_end = (self._node_coordinates[start][0]-self._node_coordinates[end][0])/length
+            vertical_component_end = (self._node_coordinates[start][1]-self._node_coordinates[end][1])/length
+            coefficients_matrix[start_index*2][cols] += horizontal_component_start
+            coefficients_matrix[start_index*2+1][cols] += vertical_component_start
+            coefficients_matrix[end_index*2][cols] += horizontal_component_end
+            coefficients_matrix[end_index*2+1][cols] += vertical_component_end
+            cols += 1
+        forces_matrix = (Matrix(coefficients_matrix)**-1)*load_matrix
+        self._reaction_loads = {}
+        i = 0
+        min_load = inf
+        for node in self._nodes:
+            if node[0] in self._loads:
+                for load in self._loads[node[0]]:
+                    if type(load[0]) not in [Symbol, Mul, Add]:
+                        min_load = min(min_load, load[0])
+        for j in range(len(forces_matrix)):
+            if type(forces_matrix[j]) not in [Symbol, Mul, Add]:
+                if abs(forces_matrix[j]/min_load) <1E-10:
+                    forces_matrix[j] = 0
+        for node in self._nodes:
+            if node[0] in self._supports:
+                if self._supports[node[0]]=='pinned':
+                    self._reaction_loads['R_'+str(node[0])+'_x'] = forces_matrix[i]
+                    self._reaction_loads['R_'+str(node[0])+'_y'] = forces_matrix[i+1]
+                    i += 2
+                elif self._supports[node[0]]=='roller':
+                    self._reaction_loads['R_'+str(node[0])+'_y'] = forces_matrix[i]
+                    i += 1
+        for member in self._members:
+            self._internal_forces[member] = forces_matrix[i]
+            i += 1
+        return
+
+    @doctest_depends_on(modules=('numpy',))
+    def draw(self, subs_dict=None):
+        """
+        Returns a plot object of the Truss with all its nodes, members,
+        supports and loads.
+
+        .. note::
+            The user must be careful while entering load values in their
+            directions. The draw function assumes a sign convention that
+            is used for plotting loads.
+
+            Given a right-handed coordinate system with XYZ coordinates,
+            the supports are assumed to be such that the reaction forces of a
+            pinned support is in the +X and +Y direction while those of a
+            roller support is in the +Y direction. For the load, the range
+            of angles, one can input goes all the way to 360 degrees which, in the
+            the plot is the angle that the load vector makes with the positive x-axis in the anticlockwise direction.
+
+            For example, for a 90-degree angle, the load will be a vertically
+            directed along +Y while a 270-degree angle denotes a vertical
+            load as well but along -Y.
+
+        Examples
+        ========
+
+        .. plot::
+            :context: close-figs
+            :format: doctest
+            :include-source: True
+
+            >>> from sympy.physics.continuum_mechanics.truss import Truss
+            >>> import math
+            >>> t = Truss()
+            >>> t.add_node(("A", -4, 0), ("B", 0, 0), ("C", 4, 0), ("D", 8, 0))
+            >>> t.add_node(("E", 6, 2/math.sqrt(3)))
+            >>> t.add_node(("F", 2, 2*math.sqrt(3)))
+            >>> t.add_node(("G", -2, 2/math.sqrt(3)))
+            >>> t.add_member(("AB","A","B"), ("BC","B","C"), ("CD","C","D"))
+            >>> t.add_member(("AG","A","G"), ("GB","G","B"), ("GF","G","F"))
+            >>> t.add_member(("BF","B","F"), ("FC","F","C"), ("CE","C","E"))
+            >>> t.add_member(("FE","F","E"), ("DE","D","E"))
+            >>> t.apply_support(("A","pinned"), ("D","roller"))
+            >>> t.apply_load(("G", 3, 90), ("E", 3, 90), ("F", 2, 90))
+            >>> p = t.draw()
+            >>> p  # doctest: +ELLIPSIS
+            Plot object containing:
+            [0]: cartesian line: 1 for x over (1.0, 1.0)
+            ...
+            >>> p.show()
+        """
+        if not numpy:
+            raise ImportError("To use this function numpy module is required")
+
+        x = Symbol('x')
+
+        markers = []
+        annotations = []
+        rectangles = []
+
+        node_markers = self._draw_nodes(subs_dict)
+        markers += node_markers
+
+        member_rectangles = self._draw_members()
+        rectangles += member_rectangles
+
+        support_markers = self._draw_supports()
+        markers += support_markers
+
+        load_annotations = self._draw_loads()
+        annotations += load_annotations
+
+        xmax = -INF
+        xmin = INF
+        ymax = -INF
+        ymin = INF
+
+        for node in self._node_coordinates:
+            xmax = max(xmax, self._node_coordinates[node][0])
+            xmin = min(xmin, self._node_coordinates[node][0])
+            ymax = max(ymax, self._node_coordinates[node][1])
+            ymin = min(ymin, self._node_coordinates[node][1])
+
+        lim = max(xmax*1.1-xmin*0.8+1, ymax*1.1-ymin*0.8+1)
+
+        if lim==xmax*1.1-xmin*0.8+1:
+            sing_plot = plot(1, (x, 1, 1), markers=markers, show=False, annotations=annotations, xlim=(xmin-0.05*lim, xmax*1.1), ylim=(xmin-0.05*lim, xmax*1.1), axis=False, rectangles=rectangles)
+
+        else:
+            sing_plot = plot(1, (x, 1, 1), markers=markers, show=False, annotations=annotations, xlim=(ymin-0.05*lim, ymax*1.1), ylim=(ymin-0.05*lim, ymax*1.1), axis=False, rectangles=rectangles)
+
+        return sing_plot
+
+
+    def _draw_nodes(self, subs_dict):
+        node_markers = []
+
+        for node in self._node_coordinates:
+            if (type(self._node_coordinates[node][0]) in (Symbol, Quantity)):
+                if self._node_coordinates[node][0] in subs_dict:
+                    self._node_coordinates[node][0] = subs_dict[self._node_coordinates[node][0]]
+                else:
+                    raise ValueError("provided substituted dictionary is not adequate")
+            elif (type(self._node_coordinates[node][0]) == Mul):
+                objects = self._node_coordinates[node][0].as_coeff_Mul()
+                for object in objects:
+                    if type(object) in (Symbol, Quantity):
+                        if subs_dict==None or object not in subs_dict:
+                            raise ValueError("provided substituted dictionary is not adequate")
+                        else:
+                            self._node_coordinates[node][0] /= object
+                            self._node_coordinates[node][0] *= subs_dict[object]
+
+            if (type(self._node_coordinates[node][1]) in (Symbol, Quantity)):
+                if self._node_coordinates[node][1] in subs_dict:
+                    self._node_coordinates[node][1] = subs_dict[self._node_coordinates[node][1]]
+                else:
+                    raise ValueError("provided substituted dictionary is not adequate")
+            elif (type(self._node_coordinates[node][1]) == Mul):
+                objects = self._node_coordinates[node][1].as_coeff_Mul()
+                for object in objects:
+                    if type(object) in (Symbol, Quantity):
+                        if subs_dict==None or object not in subs_dict:
+                            raise ValueError("provided substituted dictionary is not adequate")
+                        else:
+                            self._node_coordinates[node][1] /= object
+                            self._node_coordinates[node][1] *= subs_dict[object]
+
+        for node in self._node_coordinates:
+            node_markers.append(
+                {
+                    'args':[[self._node_coordinates[node][0]], [self._node_coordinates[node][1]]],
+                    'marker':'o',
+                    'markersize':5,
+                    'color':'black'
+                }
+            )
+        return node_markers
+
+    def _draw_members(self):
+
+        member_rectangles = []
+
+        xmax = -INF
+        xmin = INF
+        ymax = -INF
+        ymin = INF
+
+        for node in self._node_coordinates:
+            xmax = max(xmax, self._node_coordinates[node][0])
+            xmin = min(xmin, self._node_coordinates[node][0])
+            ymax = max(ymax, self._node_coordinates[node][1])
+            ymin = min(ymin, self._node_coordinates[node][1])
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        for member in self._members:
+            x1 = self._node_coordinates[self._members[member][0]][0]
+            y1 = self._node_coordinates[self._members[member][0]][1]
+            x2 = self._node_coordinates[self._members[member][1]][0]
+            y2 = self._node_coordinates[self._members[member][1]][1]
+            if x2!=x1 and y2!=y1:
+                if x2>x1:
+                    member_rectangles.append(
+                        {
+                            'xy':(x1-0.005*max_diff*cos(pi/4+atan((y2-y1)/(x2-x1)))/2, y1-0.005*max_diff*sin(pi/4+atan((y2-y1)/(x2-x1)))/2),
+                            'width':sqrt((x1-x2)**2+(y1-y2)**2)+0.005*max_diff/math.sqrt(2),
+                            'height':0.005*max_diff,
+                            'angle':180*atan((y2-y1)/(x2-x1))/pi,
+                            'color':'brown'
+                        }
+                    )
+                else:
+                    member_rectangles.append(
+                        {
+                            'xy':(x2-0.005*max_diff*cos(pi/4+atan((y2-y1)/(x2-x1)))/2, y2-0.005*max_diff*sin(pi/4+atan((y2-y1)/(x2-x1)))/2),
+                            'width':sqrt((x1-x2)**2+(y1-y2)**2)+0.005*max_diff/math.sqrt(2),
+                            'height':0.005*max_diff,
+                            'angle':180*atan((y2-y1)/(x2-x1))/pi,
+                            'color':'brown'
+                        }
+                    )
+            elif y2==y1:
+                if x2>x1:
+                    member_rectangles.append(
+                        {
+                            'xy':(x1-0.005*max_diff/2, y1-0.005*max_diff/2),
+                            'width':sqrt((x1-x2)**2+(y1-y2)**2),
+                            'height':0.005*max_diff,
+                            'angle':90*(1-math.copysign(1, x2-x1)),
+                            'color':'brown'
+                        }
+                    )
+                else:
+                    member_rectangles.append(
+                        {
+                            'xy':(x1-0.005*max_diff/2, y1-0.005*max_diff/2),
+                            'width':sqrt((x1-x2)**2+(y1-y2)**2),
+                            'height':-0.005*max_diff,
+                            'angle':90*(1-math.copysign(1, x2-x1)),
+                            'color':'brown'
+                        }
+                    )
+            else:
+                if y1<y2:
+                    member_rectangles.append(
+                        {
+                            'xy':(x1-0.005*max_diff/2, y1-0.005*max_diff/2),
+                            'width':sqrt((x1-x2)**2+(y1-y2)**2)+0.005*max_diff/2,
+                            'height':0.005*max_diff,
+                            'angle':90*math.copysign(1, y2-y1),
+                            'color':'brown'
+                        }
+                    )
+                else:
+                    member_rectangles.append(
+                        {
+                            'xy':(x2-0.005*max_diff/2, y2-0.005*max_diff/2),
+                            'width':-(sqrt((x1-x2)**2+(y1-y2)**2)+0.005*max_diff/2),
+                            'height':0.005*max_diff,
+                            'angle':90*math.copysign(1, y2-y1),
+                            'color':'brown'
+                        }
+                    )
+
+        return member_rectangles
+
+    def _draw_supports(self):
+        support_markers = []
+
+        xmax = -INF
+        xmin = INF
+        ymax = -INF
+        ymin = INF
+
+        for node in self._node_coordinates:
+            xmax = max(xmax, self._node_coordinates[node][0])
+            xmin = min(xmin, self._node_coordinates[node][0])
+            ymax = max(ymax, self._node_coordinates[node][1])
+            ymin = min(ymin, self._node_coordinates[node][1])
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin
+        else:
+            max_diff = 1.1*ymax-0.8*ymin
+
+        for node in self._supports:
+            if self._supports[node]=='pinned':
+                support_markers.append(
+                    {
+                        'args':[
+                            [self._node_coordinates[node][0]],
+                            [self._node_coordinates[node][1]]
+                        ],
+                        'marker':6,
+                        'markersize':15,
+                        'color':'black',
+                        'markerfacecolor':'none'
+                    }
+                )
+                support_markers.append(
+                    {
+                        'args':[
+                            [self._node_coordinates[node][0]],
+                            [self._node_coordinates[node][1]-0.035*max_diff]
+                        ],
+                        'marker':'_',
+                        'markersize':14,
+                        'color':'black'
+                    }
+                )
+
+            elif self._supports[node]=='roller':
+                support_markers.append(
+                    {
+                        'args':[
+                            [self._node_coordinates[node][0]],
+                            [self._node_coordinates[node][1]-0.02*max_diff]
+                        ],
+                        'marker':'o',
+                        'markersize':11,
+                        'color':'black',
+                        'markerfacecolor':'none'
+                    }
+                )
+                support_markers.append(
+                    {
+                        'args':[
+                            [self._node_coordinates[node][0]],
+                            [self._node_coordinates[node][1]-0.0375*max_diff]
+                        ],
+                        'marker':'_',
+                        'markersize':14,
+                        'color':'black'
+                    }
+                )
+        return support_markers
+
+    def _draw_loads(self):
+        load_annotations = []
+
+        xmax = -INF
+        xmin = INF
+        ymax = -INF
+        ymin = INF
+
+        for node in self._node_coordinates:
+            xmax = max(xmax, self._node_coordinates[node][0])
+            xmin = min(xmin, self._node_coordinates[node][0])
+            ymax = max(ymax, self._node_coordinates[node][1])
+            ymin = min(ymin, self._node_coordinates[node][1])
+
+        if abs(1.1*xmax-0.8*xmin)>abs(1.1*ymax-0.8*ymin):
+            max_diff = 1.1*xmax-0.8*xmin+5
+        else:
+            max_diff = 1.1*ymax-0.8*ymin+5
+
+        for node in self._loads:
+            for load in self._loads[node]:
+                if load[0] in [Symbol('R_'+str(node)+'_x'), Symbol('R_'+str(node)+'_y')]:
+                    continue
+                x = self._node_coordinates[node][0]
+                y = self._node_coordinates[node][1]
+                load_annotations.append(
+                    {
+                        'text':'',
+                        'xy':(
+                            x-math.cos(pi*load[1]/180)*(max_diff/100),
+                            y-math.sin(pi*load[1]/180)*(max_diff/100)
+                        ),
+                        'xytext':(
+                            x-(max_diff/100+abs(xmax-xmin)+abs(ymax-ymin))*math.cos(pi*load[1]/180)/20,
+                            y-(max_diff/100+abs(xmax-xmin)+abs(ymax-ymin))*math.sin(pi*load[1]/180)/20
+                        ),
+                        'arrowprops':{'width':1.5, 'headlength':5, 'headwidth':5, 'facecolor':'black'}
+                    }
+                )
+        return load_annotations

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/control/__init__.py

@@ -0,0 +1,17 @@
+from .lti import (TransferFunction, PIDController, Series, MIMOSeries, Parallel, MIMOParallel,
+    Feedback, MIMOFeedback, TransferFunctionMatrix, StateSpace, gbt, bilinear, forward_diff,
+    backward_diff, phase_margin, gain_margin)
+from .control_plots import (pole_zero_numerical_data, pole_zero_plot, step_response_numerical_data,
+    step_response_plot, impulse_response_numerical_data, impulse_response_plot, ramp_response_numerical_data,
+    ramp_response_plot, bode_magnitude_numerical_data, bode_phase_numerical_data, bode_magnitude_plot,
+    bode_phase_plot, bode_plot, nyquist_plot_expr, nyquist_plot, nichols_plot_expr, nichols_plot)
+
+__all__ = ['TransferFunction', 'PIDController', 'Series', 'MIMOSeries', 'Parallel',
+    'MIMOParallel', 'Feedback', 'MIMOFeedback', 'TransferFunctionMatrix', 'StateSpace',
+    'gbt', 'bilinear', 'forward_diff', 'backward_diff', 'phase_margin', 'gain_margin',
+    'pole_zero_numerical_data', 'pole_zero_plot', 'step_response_numerical_data',
+    'step_response_plot', 'impulse_response_numerical_data', 'impulse_response_plot',
+    'ramp_response_numerical_data', 'ramp_response_plot',
+    'bode_magnitude_numerical_data', 'bode_phase_numerical_data',
+    'bode_magnitude_plot', 'bode_phase_plot', 'bode_plot', 'nyquist_plot_expr', 'nyquist_plot',
+    'nichols_plot_expr', 'nichols_plot']

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/control/control_plots.py

@@ -0,0 +1,1135 @@
+from sympy.core.numbers import I, pi
+from sympy.functions.elementary.exponential import (exp, log)
+from sympy.polys.partfrac import apart
+from sympy.core.symbol import Dummy
+from sympy.external import import_module
+from sympy.functions import arg, Abs
+from sympy.integrals.laplace import _fast_inverse_laplace
+from sympy.physics.control.lti import SISOLinearTimeInvariant
+from sympy.plotting.series import LineOver1DRangeSeries
+from sympy.plotting.plot import plot_parametric
+from sympy.polys.domains import ZZ, QQ
+from sympy.polys.polytools import Poly
+from sympy.printing.latex import latex
+from sympy.geometry.polygon import deg
+
+__all__ = ['pole_zero_numerical_data', 'pole_zero_plot',
+    'step_response_numerical_data', 'step_response_plot',
+    'impulse_response_numerical_data', 'impulse_response_plot',
+    'ramp_response_numerical_data', 'ramp_response_plot',
+    'bode_magnitude_numerical_data', 'bode_phase_numerical_data',
+    'bode_magnitude_plot', 'bode_phase_plot', 'bode_plot',
+    'nyquist_plot_expr', 'nyquist_plot', 'nichols_plot_expr',
+    'nichols_plot']
+
+
+matplotlib = import_module(
+        'matplotlib', import_kwargs={'fromlist': ['pyplot']},
+        catch=(RuntimeError,))
+
+if matplotlib:
+    plt = matplotlib.pyplot
+
+
+def _check_system(system):
+    """Function to check whether the dynamical system passed for plots is
+    compatible or not."""
+    if not isinstance(system, SISOLinearTimeInvariant):
+        raise NotImplementedError("Only SISO LTI systems are currently supported.")
+    sys = system.to_expr()
+    len_free_symbols = len(sys.free_symbols)
+    if len_free_symbols > 1:
+        raise ValueError("Extra degree of freedom found. Make sure"
+            " that there are no free symbols in the dynamical system other"
+            " than the variable of Laplace transform.")
+    if sys.has(exp):
+        # Should test that exp is not part of a constant, in which case
+        # no exception is required, compare exp(s) with s*exp(1)
+        raise NotImplementedError("Time delay terms are not supported.")
+
+
+def _poly_roots(poly):
+    """Function to get the roots of a polynomial."""
+    def _eval(l):
+        return [float(i) if i.is_real else complex(i) for i in l]
+    if poly.domain in (QQ, ZZ):
+        return _eval(poly.all_roots())
+    # XXX: Use all_roots() for irrational coefficients when possible
+    # See https://github.com/sympy/sympy/issues/22943
+    return _eval(poly.nroots())
+
+
+def pole_zero_numerical_data(system):
+    """
+    Returns the numerical data of poles and zeros of the system.
+    It is internally used by ``pole_zero_plot`` to get the data
+    for plotting poles and zeros. Users can use this data to further
+    analyse the dynamics of the system or plot using a different
+    backend/plotting-module.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the pole-zero data is to be computed.
+
+    Returns
+    =======
+
+    tuple : (zeros, poles)
+        zeros = Zeros of the system as a list of Python float/complex.
+        poles = Poles of the system as a list of Python float/complex.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import pole_zero_numerical_data
+    >>> tf1 = TransferFunction(s**2 + 1, s**4 + 4*s**3 + 6*s**2 + 5*s + 2, s)
+    >>> pole_zero_numerical_data(tf1)
+    ([-1j, 1j], [-2.0, -1.0, (-0.5-0.8660254037844386j), (-0.5+0.8660254037844386j)])
+
+    See Also
+    ========
+
+    pole_zero_plot
+
+    """
+    _check_system(system)
+    system = system.doit()  # Get the equivalent TransferFunction object.
+
+    num_poly = Poly(system.num, system.var)
+    den_poly = Poly(system.den, system.var)
+
+    return _poly_roots(num_poly), _poly_roots(den_poly)
+
+
+def pole_zero_plot(system, pole_color='blue', pole_markersize=10,
+    zero_color='orange', zero_markersize=7, grid=True, show_axes=True,
+    show=True, **kwargs):
+    r"""
+    Returns the Pole-Zero plot (also known as PZ Plot or PZ Map) of a system.
+
+    A Pole-Zero plot is a graphical representation of a system's poles and
+    zeros. It is plotted on a complex plane, with circular markers representing
+    the system's zeros and 'x' shaped markers representing the system's poles.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant type systems
+        The system for which the pole-zero plot is to be computed.
+    pole_color : str, tuple, optional
+        The color of the pole points on the plot. Default color
+        is blue. The color can be provided as a matplotlib color string,
+        or a 3-tuple of floats each in the 0-1 range.
+    pole_markersize : Number, optional
+        The size of the markers used to mark the poles in the plot.
+        Default pole markersize is 10.
+    zero_color : str, tuple, optional
+        The color of the zero points on the plot. Default color
+        is orange. The color can be provided as a matplotlib color string,
+        or a 3-tuple of floats each in the 0-1 range.
+    zero_markersize : Number, optional
+        The size of the markers used to mark the zeros in the plot.
+        Default zero markersize is 7.
+    grid : boolean, optional
+        If ``True``, the plot will have a grid. Defaults to True.
+    show_axes : boolean, optional
+        If ``True``, the coordinate axes will be shown. Defaults to False.
+    show : boolean, optional
+        If ``True``, the plot will be displayed otherwise
+        the equivalent matplotlib ``plot`` object will be returned.
+        Defaults to True.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import pole_zero_plot
+        >>> tf1 = TransferFunction(s**2 + 1, s**4 + 4*s**3 + 6*s**2 + 5*s + 2, s)
+        >>> pole_zero_plot(tf1)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    pole_zero_numerical_data
+
+    References
+    ==========
+
+    .. [1] https://en.wikipedia.org/wiki/Pole%E2%80%93zero_plot
+
+    """
+    zeros, poles = pole_zero_numerical_data(system)
+
+    zero_real = [i.real for i in zeros]
+    zero_imag = [i.imag for i in zeros]
+
+    pole_real = [i.real for i in poles]
+    pole_imag = [i.imag for i in poles]
+
+    plt.plot(pole_real, pole_imag, 'x', mfc='none',
+        markersize=pole_markersize, color=pole_color)
+    plt.plot(zero_real, zero_imag, 'o', markersize=zero_markersize,
+        color=zero_color)
+    plt.xlabel('Real Axis')
+    plt.ylabel('Imaginary Axis')
+    plt.title(f'Poles and Zeros of ${latex(system)}$', pad=20)
+
+    if grid:
+        plt.grid()
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def step_response_numerical_data(system, prec=8, lower_limit=0,
+    upper_limit=10, **kwargs):
+    """
+    Returns the numerical values of the points in the step response plot
+    of a SISO continuous-time system. By default, adaptive sampling
+    is used. If the user wants to instead get an uniformly
+    sampled response, then ``adaptive`` kwarg should be passed ``False``
+    and ``n`` must be passed as additional kwargs.
+    Refer to the parameters of class :class:`sympy.plotting.series.LineOver1DRangeSeries`
+    for more details.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the unit step response data is to be computed.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    kwargs :
+        Additional keyword arguments are passed to the underlying
+        :class:`sympy.plotting.series.LineOver1DRangeSeries` class.
+
+    Returns
+    =======
+
+    tuple : (x, y)
+        x = Time-axis values of the points in the step response. NumPy array.
+        y = Amplitude-axis values of the points in the step response. NumPy array.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+        When ``lower_limit`` parameter is less than 0.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import step_response_numerical_data
+    >>> tf1 = TransferFunction(s, s**2 + 5*s + 8, s)
+    >>> step_response_numerical_data(tf1)   # doctest: +SKIP
+    ([0.0, 0.025413462339411542, 0.0484508722725343, ... , 9.670250533855183, 9.844291913708725, 10.0],
+    [0.0, 0.023844582399907256, 0.042894276802320226, ..., 6.828770759094287e-12, 6.456457160755703e-12])
+
+    See Also
+    ========
+
+    step_response_plot
+
+    """
+    if lower_limit < 0:
+        raise ValueError("Lower limit of time must be greater "
+            "than or equal to zero.")
+    _check_system(system)
+    _x = Dummy("x")
+    expr = system.to_expr()/(system.var)
+    expr = apart(expr, system.var, full=True)
+    _y = _fast_inverse_laplace(expr, system.var, _x).evalf(prec)
+    return LineOver1DRangeSeries(_y, (_x, lower_limit, upper_limit),
+        **kwargs).get_points()
+
+
+def step_response_plot(system, color='b', prec=8, lower_limit=0,
+    upper_limit=10, show_axes=False, grid=True, show=True, **kwargs):
+    r"""
+    Returns the unit step response of a continuous-time system. It is
+    the response of the system when the input signal is a step function.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant type
+        The LTI SISO system for which the Step Response is to be computed.
+    color : str, tuple, optional
+        The color of the line. Default is Blue.
+    show : boolean, optional
+        If ``True``, the plot will be displayed otherwise
+        the equivalent matplotlib ``plot`` object will be returned.
+        Defaults to True.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    show_axes : boolean, optional
+        If ``True``, the coordinate axes will be shown. Defaults to False.
+    grid : boolean, optional
+        If ``True``, the plot will have a grid. Defaults to True.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import step_response_plot
+        >>> tf1 = TransferFunction(8*s**2 + 18*s + 32, s**3 + 6*s**2 + 14*s + 24, s)
+        >>> step_response_plot(tf1)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    impulse_response_plot, ramp_response_plot
+
+    References
+    ==========
+
+    .. [1] https://www.mathworks.com/help/control/ref/lti.step.html
+
+    """
+    x, y = step_response_numerical_data(system, prec=prec,
+        lower_limit=lower_limit, upper_limit=upper_limit, **kwargs)
+    plt.plot(x, y, color=color)
+    plt.xlabel('Time (s)')
+    plt.ylabel('Amplitude')
+    plt.title(f'Unit Step Response of ${latex(system)}$', pad=20)
+
+    if grid:
+        plt.grid()
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def impulse_response_numerical_data(system, prec=8, lower_limit=0,
+    upper_limit=10, **kwargs):
+    """
+    Returns the numerical values of the points in the impulse response plot
+    of a SISO continuous-time system. By default, adaptive sampling
+    is used. If the user wants to instead get an uniformly
+    sampled response, then ``adaptive`` kwarg should be passed ``False``
+    and ``n`` must be passed as additional kwargs.
+    Refer to the parameters of class :class:`sympy.plotting.series.LineOver1DRangeSeries`
+    for more details.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the impulse response data is to be computed.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    kwargs :
+        Additional keyword arguments are passed to the underlying
+        :class:`sympy.plotting.series.LineOver1DRangeSeries` class.
+
+    Returns
+    =======
+
+    tuple : (x, y)
+        x = Time-axis values of the points in the impulse response. NumPy array.
+        y = Amplitude-axis values of the points in the impulse response. NumPy array.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+        When ``lower_limit`` parameter is less than 0.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import impulse_response_numerical_data
+    >>> tf1 = TransferFunction(s, s**2 + 5*s + 8, s)
+    >>> impulse_response_numerical_data(tf1)   # doctest: +SKIP
+    ([0.0, 0.06616480200395854,... , 9.854500743565858, 10.0],
+    [0.9999999799999999, 0.7042848373025861,...,7.170748906965121e-13, -5.1901263495547205e-12])
+
+    See Also
+    ========
+
+    impulse_response_plot
+
+    """
+    if lower_limit < 0:
+        raise ValueError("Lower limit of time must be greater "
+            "than or equal to zero.")
+    _check_system(system)
+    _x = Dummy("x")
+    expr = system.to_expr()
+    expr = apart(expr, system.var, full=True)
+    _y = _fast_inverse_laplace(expr, system.var, _x).evalf(prec)
+    return LineOver1DRangeSeries(_y, (_x, lower_limit, upper_limit),
+        **kwargs).get_points()
+
+
+def impulse_response_plot(system, color='b', prec=8, lower_limit=0,
+    upper_limit=10, show_axes=False, grid=True, show=True, **kwargs):
+    r"""
+    Returns the unit impulse response (Input is the Dirac-Delta Function) of a
+    continuous-time system.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant type
+        The LTI SISO system for which the Impulse Response is to be computed.
+    color : str, tuple, optional
+        The color of the line. Default is Blue.
+    show : boolean, optional
+        If ``True``, the plot will be displayed otherwise
+        the equivalent matplotlib ``plot`` object will be returned.
+        Defaults to True.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    show_axes : boolean, optional
+        If ``True``, the coordinate axes will be shown. Defaults to False.
+    grid : boolean, optional
+        If ``True``, the plot will have a grid. Defaults to True.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import impulse_response_plot
+        >>> tf1 = TransferFunction(8*s**2 + 18*s + 32, s**3 + 6*s**2 + 14*s + 24, s)
+        >>> impulse_response_plot(tf1)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    step_response_plot, ramp_response_plot
+
+    References
+    ==========
+
+    .. [1] https://www.mathworks.com/help/control/ref/dynamicsystem.impulse.html
+
+    """
+    x, y = impulse_response_numerical_data(system, prec=prec,
+        lower_limit=lower_limit, upper_limit=upper_limit, **kwargs)
+    plt.plot(x, y, color=color)
+    plt.xlabel('Time (s)')
+    plt.ylabel('Amplitude')
+    plt.title(f'Impulse Response of ${latex(system)}$', pad=20)
+
+    if grid:
+        plt.grid()
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def ramp_response_numerical_data(system, slope=1, prec=8,
+    lower_limit=0, upper_limit=10, **kwargs):
+    """
+    Returns the numerical values of the points in the ramp response plot
+    of a SISO continuous-time system. By default, adaptive sampling
+    is used. If the user wants to instead get an uniformly
+    sampled response, then ``adaptive`` kwarg should be passed ``False``
+    and ``n`` must be passed as additional kwargs.
+    Refer to the parameters of class :class:`sympy.plotting.series.LineOver1DRangeSeries`
+    for more details.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the ramp response data is to be computed.
+    slope : Number, optional
+        The slope of the input ramp function. Defaults to 1.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    kwargs :
+        Additional keyword arguments are passed to the underlying
+        :class:`sympy.plotting.series.LineOver1DRangeSeries` class.
+
+    Returns
+    =======
+
+    tuple : (x, y)
+        x = Time-axis values of the points in the ramp response plot. NumPy array.
+        y = Amplitude-axis values of the points in the ramp response plot. NumPy array.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+        When ``lower_limit`` parameter is less than 0.
+
+        When ``slope`` is negative.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import ramp_response_numerical_data
+    >>> tf1 = TransferFunction(s, s**2 + 5*s + 8, s)
+    >>> ramp_response_numerical_data(tf1)   # doctest: +SKIP
+    (([0.0, 0.12166980856813935,..., 9.861246379582118, 10.0],
+    [1.4504508011325967e-09, 0.006046440489058766,..., 0.12499999999568202, 0.12499999999661349]))
+
+    See Also
+    ========
+
+    ramp_response_plot
+
+    """
+    if slope < 0:
+        raise ValueError("Slope must be greater than or equal"
+            " to zero.")
+    if lower_limit < 0:
+        raise ValueError("Lower limit of time must be greater "
+            "than or equal to zero.")
+    _check_system(system)
+    _x = Dummy("x")
+    expr = (slope*system.to_expr())/((system.var)**2)
+    expr = apart(expr, system.var, full=True)
+    _y = _fast_inverse_laplace(expr, system.var, _x).evalf(prec)
+    return LineOver1DRangeSeries(_y, (_x, lower_limit, upper_limit),
+        **kwargs).get_points()
+
+
+def ramp_response_plot(system, slope=1, color='b', prec=8, lower_limit=0,
+    upper_limit=10, show_axes=False, grid=True, show=True, **kwargs):
+    r"""
+    Returns the ramp response of a continuous-time system.
+
+    Ramp function is defined as the straight line
+    passing through origin ($f(x) = mx$). The slope of
+    the ramp function can be varied by the user and
+    the default value is 1.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant type
+        The LTI SISO system for which the Ramp Response is to be computed.
+    slope : Number, optional
+        The slope of the input ramp function. Defaults to 1.
+    color : str, tuple, optional
+        The color of the line. Default is Blue.
+    show : boolean, optional
+        If ``True``, the plot will be displayed otherwise
+        the equivalent matplotlib ``plot`` object will be returned.
+        Defaults to True.
+    lower_limit : Number, optional
+        The lower limit of the plot range. Defaults to 0.
+    upper_limit : Number, optional
+        The upper limit of the plot range. Defaults to 10.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    show_axes : boolean, optional
+        If ``True``, the coordinate axes will be shown. Defaults to False.
+    grid : boolean, optional
+        If ``True``, the plot will have a grid. Defaults to True.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import ramp_response_plot
+        >>> tf1 = TransferFunction(s, (s+4)*(s+8), s)
+        >>> ramp_response_plot(tf1, upper_limit=2)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    step_response_plot, impulse_response_plot
+
+    References
+    ==========
+
+    .. [1] https://en.wikipedia.org/wiki/Ramp_function
+
+    """
+    x, y = ramp_response_numerical_data(system, slope=slope, prec=prec,
+        lower_limit=lower_limit, upper_limit=upper_limit, **kwargs)
+    plt.plot(x, y, color=color)
+    plt.xlabel('Time (s)')
+    plt.ylabel('Amplitude')
+    plt.title(f'Ramp Response of ${latex(system)}$ [Slope = {slope}]', pad=20)
+
+    if grid:
+        plt.grid()
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def bode_magnitude_numerical_data(system, initial_exp=-5, final_exp=5, freq_unit='rad/sec', **kwargs):
+    """
+    Returns the numerical data of the Bode magnitude plot of the system.
+    It is internally used by ``bode_magnitude_plot`` to get the data
+    for plotting Bode magnitude plot. Users can use this data to further
+    analyse the dynamics of the system or plot using a different
+    backend/plotting-module.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the data is to be computed.
+    initial_exp : Number, optional
+        The initial exponent of 10 of the semilog plot. Defaults to -5.
+    final_exp : Number, optional
+        The final exponent of 10 of the semilog plot. Defaults to 5.
+    freq_unit : string, optional
+        User can choose between ``'rad/sec'`` (radians/second) and ``'Hz'`` (Hertz) as frequency units.
+
+    Returns
+    =======
+
+    tuple : (x, y)
+        x = x-axis values of the Bode magnitude plot.
+        y = y-axis values of the Bode magnitude plot.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+        When incorrect frequency units are given as input.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import bode_magnitude_numerical_data
+    >>> tf1 = TransferFunction(s**2 + 1, s**4 + 4*s**3 + 6*s**2 + 5*s + 2, s)
+    >>> bode_magnitude_numerical_data(tf1)   # doctest: +SKIP
+    ([1e-05, 1.5148378120533502e-05,..., 68437.36188804005, 100000.0],
+    [-6.020599914256786, -6.0205999155219505,..., -193.4117304087953, -200.00000000260573])
+
+    See Also
+    ========
+
+    bode_magnitude_plot, bode_phase_numerical_data
+
+    """
+    _check_system(system)
+    expr = system.to_expr()
+    freq_units = ('rad/sec', 'Hz')
+    if freq_unit not in freq_units:
+        raise ValueError('Only "rad/sec" and "Hz" are accepted frequency units.')
+
+    _w = Dummy("w", real=True)
+    if freq_unit == 'Hz':
+        repl = I*_w*2*pi
+    else:
+        repl = I*_w
+    w_expr = expr.subs({system.var: repl})
+
+    mag = 20*log(Abs(w_expr), 10)
+
+    x, y = LineOver1DRangeSeries(mag,
+        (_w, 10**initial_exp, 10**final_exp), xscale='log', **kwargs).get_points()
+
+    return x, y
+
+
+def bode_magnitude_plot(system, initial_exp=-5, final_exp=5,
+    color='b', show_axes=False, grid=True, show=True, freq_unit='rad/sec', **kwargs):
+    r"""
+    Returns the Bode magnitude plot of a continuous-time system.
+
+    See ``bode_plot`` for all the parameters.
+    """
+    x, y = bode_magnitude_numerical_data(system, initial_exp=initial_exp,
+        final_exp=final_exp, freq_unit=freq_unit)
+    plt.plot(x, y, color=color, **kwargs)
+    plt.xscale('log')
+
+
+    plt.xlabel('Frequency (%s) [Log Scale]' % freq_unit)
+    plt.ylabel('Magnitude (dB)')
+    plt.title(f'Bode Plot (Magnitude) of ${latex(system)}$', pad=20)
+
+    if grid:
+        plt.grid(True)
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def bode_phase_numerical_data(system, initial_exp=-5, final_exp=5, freq_unit='rad/sec', phase_unit='rad', phase_unwrap = True, **kwargs):
+    """
+    Returns the numerical data of the Bode phase plot of the system.
+    It is internally used by ``bode_phase_plot`` to get the data
+    for plotting Bode phase plot. Users can use this data to further
+    analyse the dynamics of the system or plot using a different
+    backend/plotting-module.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The system for which the Bode phase plot data is to be computed.
+    initial_exp : Number, optional
+        The initial exponent of 10 of the semilog plot. Defaults to -5.
+    final_exp : Number, optional
+        The final exponent of 10 of the semilog plot. Defaults to 5.
+    freq_unit : string, optional
+        User can choose between ``'rad/sec'`` (radians/second) and '``'Hz'`` (Hertz) as frequency units.
+    phase_unit : string, optional
+        User can choose between ``'rad'`` (radians) and ``'deg'`` (degree) as phase units.
+    phase_unwrap : bool, optional
+        Set to ``True`` by default.
+
+    Returns
+    =======
+
+    tuple : (x, y)
+        x = x-axis values of the Bode phase plot.
+        y = y-axis values of the Bode phase plot.
+
+    Raises
+    ======
+
+    NotImplementedError
+        When a SISO LTI system is not passed.
+
+        When time delay terms are present in the system.
+
+    ValueError
+        When more than one free symbol is present in the system.
+        The only variable in the transfer function should be
+        the variable of the Laplace transform.
+
+        When incorrect frequency or phase units are given as input.
+
+    Examples
+    ========
+
+    >>> from sympy.abc import s
+    >>> from sympy.physics.control.lti import TransferFunction
+    >>> from sympy.physics.control.control_plots import bode_phase_numerical_data
+    >>> tf1 = TransferFunction(s**2 + 1, s**4 + 4*s**3 + 6*s**2 + 5*s + 2, s)
+    >>> bode_phase_numerical_data(tf1)   # doctest: +SKIP
+    ([1e-05, 1.4472354033813751e-05, 2.035581932165858e-05,..., 47577.3248186011, 67884.09326036123, 100000.0],
+    [-2.5000000000291665e-05, -3.6180885085e-05, -5.08895483066e-05,...,-3.1415085799262523, -3.14155265358979])
+
+    See Also
+    ========
+
+    bode_magnitude_plot, bode_phase_numerical_data
+
+    """
+    _check_system(system)
+    expr = system.to_expr()
+    freq_units = ('rad/sec', 'Hz')
+    phase_units = ('rad', 'deg')
+    if freq_unit not in freq_units:
+        raise ValueError('Only "rad/sec" and "Hz" are accepted frequency units.')
+    if phase_unit not in phase_units:
+        raise ValueError('Only "rad" and "deg" are accepted phase units.')
+
+    _w = Dummy("w", real=True)
+    if freq_unit == 'Hz':
+        repl = I*_w*2*pi
+    else:
+        repl = I*_w
+    w_expr = expr.subs({system.var: repl})
+
+    if phase_unit == 'deg':
+        phase = arg(w_expr)*180/pi
+    else:
+        phase = arg(w_expr)
+
+    x, y = LineOver1DRangeSeries(phase,
+        (_w, 10**initial_exp, 10**final_exp), xscale='log', **kwargs).get_points()
+
+    half = None
+    if phase_unwrap:
+        if(phase_unit == 'rad'):
+            half = pi
+        elif(phase_unit == 'deg'):
+            half = 180
+    if half:
+        unit = 2*half
+        for i in range(1, len(y)):
+            diff = y[i] - y[i - 1]
+            if diff > half:      # Jump from -half to half
+                y[i] = (y[i] - unit)
+            elif diff < -half:   # Jump from half to -half
+                y[i] = (y[i] + unit)
+
+    return x, y
+
+
+def bode_phase_plot(system, initial_exp=-5, final_exp=5,
+    color='b', show_axes=False, grid=True, show=True, freq_unit='rad/sec', phase_unit='rad', phase_unwrap=True, **kwargs):
+    r"""
+    Returns the Bode phase plot of a continuous-time system.
+
+    See ``bode_plot`` for all the parameters.
+    """
+    x, y = bode_phase_numerical_data(system, initial_exp=initial_exp,
+        final_exp=final_exp, freq_unit=freq_unit, phase_unit=phase_unit, phase_unwrap=phase_unwrap)
+    plt.plot(x, y, color=color, **kwargs)
+    plt.xscale('log')
+
+    plt.xlabel('Frequency (%s) [Log Scale]' % freq_unit)
+    plt.ylabel('Phase (%s)' % phase_unit)
+    plt.title(f'Bode Plot (Phase) of ${latex(system)}$', pad=20)
+
+    if grid:
+        plt.grid(True)
+    if show_axes:
+        plt.axhline(0, color='black')
+        plt.axvline(0, color='black')
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def bode_plot(system, initial_exp=-5, final_exp=5,
+    grid=True, show_axes=False, show=True, freq_unit='rad/sec', phase_unit='rad', phase_unwrap=True, **kwargs):
+    r"""
+    Returns the Bode phase and magnitude plots of a continuous-time system.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant type
+        The LTI SISO system for which the Bode Plot is to be computed.
+    initial_exp : Number, optional
+        The initial exponent of 10 of the semilog plot. Defaults to -5.
+    final_exp : Number, optional
+        The final exponent of 10 of the semilog plot. Defaults to 5.
+    show : boolean, optional
+        If ``True``, the plot will be displayed otherwise
+        the equivalent matplotlib ``plot`` object will be returned.
+        Defaults to True.
+    prec : int, optional
+        The decimal point precision for the point coordinate values.
+        Defaults to 8.
+    grid : boolean, optional
+        If ``True``, the plot will have a grid. Defaults to True.
+    show_axes : boolean, optional
+        If ``True``, the coordinate axes will be shown. Defaults to False.
+    freq_unit : string, optional
+        User can choose between ``'rad/sec'`` (radians/second) and ``'Hz'`` (Hertz) as frequency units.
+    phase_unit : string, optional
+        User can choose between ``'rad'`` (radians) and ``'deg'`` (degree) as phase units.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import bode_plot
+        >>> tf1 = TransferFunction(1*s**2 + 0.1*s + 7.5, 1*s**4 + 0.12*s**3 + 9*s**2, s)
+        >>> bode_plot(tf1, initial_exp=0.2, final_exp=0.7)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    bode_magnitude_plot, bode_phase_plot
+
+    """
+    plt.subplot(211)
+    mag = bode_magnitude_plot(system, initial_exp=initial_exp, final_exp=final_exp,
+        show=False, grid=grid, show_axes=show_axes,
+        freq_unit=freq_unit, **kwargs)
+    mag.title(f'Bode Plot of ${latex(system)}$', pad=20)
+    mag.xlabel(None)
+    plt.subplot(212)
+    bode_phase_plot(system, initial_exp=initial_exp, final_exp=final_exp,
+        show=False, grid=grid, show_axes=show_axes, freq_unit=freq_unit, phase_unit=phase_unit, phase_unwrap=phase_unwrap, **kwargs).title(None)
+
+    if show:
+        plt.show()
+        return
+
+    return plt
+
+
+def nyquist_plot_expr(system):
+    """Function to get the expression for Nyquist plot."""
+    s = system.var
+    w = Dummy('w', real=True)
+    repl = I * w
+    expr = system.to_expr()
+    w_expr = expr.subs({s: repl})
+    w_expr = w_expr.as_real_imag()
+    real_expr = w_expr[0]
+    imag_expr = w_expr[1]
+    return real_expr, imag_expr, w
+
+
+def nichols_plot_expr(system):
+    """Function to get the expression for Nichols plot."""
+    s = system.var
+    w = Dummy('w', real=True)
+    sys_expr = system.to_expr()
+    H_jw = sys_expr.subs(s, I*w)
+    mag_expr = Abs(H_jw)
+    mag_dB_expr = 20*log(mag_expr, 10)
+    phase_expr = arg(H_jw)
+    phase_deg_expr = deg(phase_expr)
+    return mag_dB_expr, phase_deg_expr, w
+
+
+def nyquist_plot(system, initial_omega=0.01, final_omega=100, show=True,
+                color='b', **kwargs):
+    r"""
+    Generates the Nyquist plot for a continuous-time system.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The LTI SISO system for which the Nyquist plot is to be generated.
+    initial_omega : float, optional
+        The starting frequency value. Defaults to 0.01.
+    final_omega : float, optional
+        The ending frequency value. Defaults to 100.
+    show : bool, optional
+        If True, the plot is displayed. Default is True.
+    color : str, optional
+        The color of the Nyquist plot. Default is 'b' (blue).
+    grid : bool, optional
+        If True, grid lines are displayed. Default is False.
+    **kwargs
+        Additional keyword arguments for customization.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import nyquist_plot
+        >>> tf1 = TransferFunction(2*s**2 + 5*s + 1, s**2 + 2*s + 3, s)
+        >>> nyquist_plot(tf1)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    nichols_plot, bode_plot
+
+    """
+    _check_system(system)
+    real_expr, imag_expr, w = nyquist_plot_expr(system)
+    w_values = [(w, initial_omega, final_omega)]
+    p = plot_parametric(
+        (real_expr, imag_expr),   # The curve
+        (real_expr, -imag_expr),  # Its mirror image
+        *w_values,
+        show=False,
+        line_color=color,
+        adaptive=True,
+        title=f'Nyquist Plot of ${latex(system)}$',
+        xlabel='Real Axis',
+        ylabel='Imaginary Axis',
+        size=(6, 5),
+        kwargs=kwargs)
+    if show:
+        p.show()
+        return
+    return p
+
+
+def nichols_plot(system, initial_omega=0.01, final_omega=100, show=True, color='b', **kwargs):
+    r"""
+    Generates the Nichols plot for a LTI system.
+
+    Parameters
+    ==========
+
+    system : SISOLinearTimeInvariant
+        The LTI SISO system for which the Nyquist plot is to be generated.
+    initial_omega : float, optional
+        The starting frequency value. Defaults to 0.01.
+    final_omega : float, optional
+        The ending frequency value. Defaults to 100.
+    show : bool, optional
+        If True, the plot is displayed. Default is True.
+    color : str, optional
+        The color of the Nyquist plot. Default is 'b' (blue).
+    grid : bool, optional
+        If True, grid lines are displayed. Default is False.
+    **kwargs
+        Additional keyword arguments for customization.
+
+    Examples
+    ========
+
+    .. plot::
+        :context: close-figs
+        :format: doctest
+        :include-source: True
+
+        >>> from sympy.abc import s
+        >>> from sympy.physics.control.lti import TransferFunction
+        >>> from sympy.physics.control.control_plots import nichols_plot
+        >>> tf1 = TransferFunction(1.5, s**2+14*s+40.02, s)
+        >>> nichols_plot(tf1)   # doctest: +SKIP
+
+    See Also
+    ========
+
+    nyquist_plot, bode_plot
+
+    """
+    _check_system(system)
+    magnitude_dB_expr, phase_deg_expr, w = nichols_plot_expr(system)
+    w_values = [(w, initial_omega, final_omega)]
+    p = plot_parametric(
+        (phase_deg_expr, magnitude_dB_expr),
+        *w_values,
+        show=False,
+        line_color=color,
+        title=f'Nichols Plot of ${latex(system)}$',
+        xlabel='Phase [deg]',
+        ylabel='Magnitude [dB]',
+        size=(6,5),
+        kwargs=kwargs)
+    if show:
+        p.show()
+        return
+    return p

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/control/tests/test_control_plots.py

@@ -0,0 +1,332 @@
+from math import isclose
+from sympy.core.numbers import I, all_close
+from sympy.core.symbol import Dummy
+from sympy.functions.elementary.complexes import (Abs, arg)
+from sympy.functions.elementary.exponential import log
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.abc import s, p, a
+from sympy import pi
+from sympy.external import import_module
+from sympy.physics.control.control_plots import \
+    (pole_zero_numerical_data, pole_zero_plot, step_response_numerical_data,
+    step_response_plot, impulse_response_numerical_data,
+    impulse_response_plot, ramp_response_numerical_data,
+    ramp_response_plot, bode_magnitude_numerical_data,
+    bode_phase_numerical_data, bode_plot, nyquist_plot_expr,
+    nichols_plot_expr)
+
+from sympy.physics.control.lti import (TransferFunction,
+    Series, Parallel, TransferFunctionMatrix)
+from sympy.testing.pytest import raises, skip
+
+matplotlib = import_module(
+        'matplotlib', import_kwargs={'fromlist': ['pyplot']},
+        catch=(RuntimeError,))
+
+numpy = import_module('numpy')
+
+tf1 = TransferFunction(1, p**2 + 0.5*p + 2, p)
+tf2 = TransferFunction(p, 6*p**2 + 3*p + 1, p)
+tf3 = TransferFunction(p, p**3 - 1, p)
+tf4 = TransferFunction(10, p**3, p)
+tf5 = TransferFunction(5, s**2 + 2*s + 10, s)
+tf6 = TransferFunction(1, 1, s)
+tf7 = TransferFunction(4*s*3 + 9*s**2 + 0.1*s + 11, 8*s**6 + 9*s**4 + 11, s)
+tf8 = TransferFunction(5, s**2 + (2+I)*s + 10, s)
+
+ser1 = Series(tf4, TransferFunction(1, p - 5, p))
+ser2 = Series(tf3, TransferFunction(p, p + 2, p))
+
+par1 = Parallel(tf1, tf2)
+
+
+def _to_tuple(a, b):
+    return tuple(a), tuple(b)
+
+def _trim_tuple(a, b):
+    a, b = _to_tuple(a, b)
+    return tuple(a[0: 2] + a[len(a)//2 : len(a)//2 + 1] + a[-2:]), \
+        tuple(b[0: 2] + b[len(b)//2 : len(b)//2 + 1] + b[-2:])
+
+def y_coordinate_equality(plot_data_func, evalf_func, system):
+    """Checks whether the y-coordinate value of the plotted
+    data point is equal to the value of the function at a
+    particular x."""
+    x, y = plot_data_func(system)
+    x, y = _trim_tuple(x, y)
+    y_exp = tuple(evalf_func(system, x_i) for x_i in x)
+    return all(Abs(y_exp_i - y_i) < 1e-8 for y_exp_i, y_i in zip(y_exp, y))
+
+
+def test_errors():
+    if not matplotlib:
+        skip("Matplotlib not the default backend")
+
+    # Invalid `system` check
+    tfm = TransferFunctionMatrix([[tf6, tf5], [tf5, tf6]])
+    expr = 1/(s**2 - 1)
+    raises(NotImplementedError, lambda: pole_zero_plot(tfm))
+    raises(NotImplementedError, lambda: pole_zero_numerical_data(expr))
+    raises(NotImplementedError, lambda: impulse_response_plot(expr))
+    raises(NotImplementedError, lambda: impulse_response_numerical_data(tfm))
+    raises(NotImplementedError, lambda: step_response_plot(tfm))
+    raises(NotImplementedError, lambda: step_response_numerical_data(expr))
+    raises(NotImplementedError, lambda: ramp_response_plot(expr))
+    raises(NotImplementedError, lambda: ramp_response_numerical_data(tfm))
+    raises(NotImplementedError, lambda: bode_plot(tfm))
+
+    # More than 1 variables
+    tf_a = TransferFunction(a, s + 1, s)
+    raises(ValueError, lambda: pole_zero_plot(tf_a))
+    raises(ValueError, lambda: pole_zero_numerical_data(tf_a))
+    raises(ValueError, lambda: impulse_response_plot(tf_a))
+    raises(ValueError, lambda: impulse_response_numerical_data(tf_a))
+    raises(ValueError, lambda: step_response_plot(tf_a))
+    raises(ValueError, lambda: step_response_numerical_data(tf_a))
+    raises(ValueError, lambda: ramp_response_plot(tf_a))
+    raises(ValueError, lambda: ramp_response_numerical_data(tf_a))
+    raises(ValueError, lambda: bode_plot(tf_a))
+
+    # lower_limit > 0 for response plots
+    raises(ValueError, lambda: impulse_response_plot(tf1, lower_limit=-1))
+    raises(ValueError, lambda: step_response_plot(tf1, lower_limit=-0.1))
+    raises(ValueError, lambda: ramp_response_plot(tf1, lower_limit=-4/3))
+
+    # slope in ramp_response_plot() is negative
+    raises(ValueError, lambda: ramp_response_plot(tf1, slope=-0.1))
+
+    # incorrect frequency or phase unit
+    raises(ValueError, lambda: bode_plot(tf1,freq_unit = 'hz'))
+    raises(ValueError, lambda: bode_plot(tf1,phase_unit = 'degree'))
+
+
+def test_pole_zero():
+
+    def pz_tester(sys, expected_value):
+        _z, _p = pole_zero_numerical_data(sys)
+        z_check = all_close(_z, expected_value[0])
+        p_check = all_close(_p, expected_value[1])
+        return p_check and z_check
+
+    exp1 = [[], [-0.24999999999999994-1.3919410907075054j, -0.24999999999999994+1.3919410907075054j]]
+    exp2 = [[0.0], [-0.25-0.3227486121839514j, -0.25+0.3227486121839514j]]
+    exp3 = [[0.0], [0.9999999999999998+0j, -0.5000000000000004-0.8660254037844395j,
+        -0.5000000000000004+0.8660254037844395j]]
+    exp4 = [[], [0.0, 0.0, 0.0, 5.0]]
+    exp5 = [[-5.645751311064592, -0.5000000000000008, -0.3542486889354093],
+        [-0.24999999999999986-0.322748612183951348j,
+        -0.2499999999999998+0.32274861218395134j,
+        -0.24999999999999986-1.3919410907075052j,
+         -0.2499999999999998+1.3919410907075052j]]
+    exp6 = [[], [-1.1641600331447917-3.545808351896439j,
+          -0.8358399668552097+2.5458083518964383j]]
+
+    assert pz_tester(tf1, exp1)
+    assert pz_tester(tf2, exp2)
+    assert pz_tester(tf3, exp3)
+    assert pz_tester(ser1, exp4)
+    assert pz_tester(par1, exp5)
+    assert pz_tester(tf8, exp6)
+
+
+def test_bode():
+    if not numpy:
+        skip("NumPy is required for this test")
+
+    def bode_phase_evalf(system, point):
+        expr = system.to_expr()
+        _w = Dummy("w", real=True)
+        w_expr = expr.subs({system.var: I*_w})
+        return arg(w_expr).subs({_w: point}).evalf()
+
+    def bode_mag_evalf(system, point):
+        expr = system.to_expr()
+        _w = Dummy("w", real=True)
+        w_expr = expr.subs({system.var: I*_w})
+        return 20*log(Abs(w_expr), 10).subs({_w: point}).evalf()
+
+    def test_bode_data(sys):
+        return y_coordinate_equality(bode_magnitude_numerical_data, bode_mag_evalf, sys) \
+            and y_coordinate_equality(bode_phase_numerical_data, bode_phase_evalf, sys)
+
+    assert test_bode_data(tf1)
+    assert test_bode_data(tf2)
+    assert test_bode_data(tf3)
+    assert test_bode_data(tf4)
+    assert test_bode_data(tf5)
+
+
+def check_point_accuracy(a, b):
+    return all(isclose(*_, rel_tol=1e-1, abs_tol=1e-6
+        ) for _ in zip(a, b))
+
+
+def test_impulse_response():
+    if not numpy:
+        skip("NumPy is required for this test")
+
+    def impulse_res_tester(sys, expected_value):
+        x, y = _to_tuple(*impulse_response_numerical_data(sys,
+            adaptive=False, n=10))
+        x_check = check_point_accuracy(x, expected_value[0])
+        y_check = check_point_accuracy(y, expected_value[1])
+        return x_check and y_check
+
+    exp1 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (0.0, 0.544019738507865, 0.01993849743234938, -0.31140243360893216, -0.022852779906491996, 0.1778306498155759,
+        0.01962941084328499, -0.1013115194573652, -0.014975541213105696, 0.0575789724730714))
+    exp2 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.1666666675, 0.08389223412935855,
+        0.02338051973475047, -0.014966807776379383, -0.034645954223054234, -0.040560075735512804,
+        -0.037658628907103885, -0.030149507719590022, -0.021162090730736834, -0.012721292737437523))
+    exp3 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (4.369893391586999e-09, 1.1750333000630964,
+        3.2922404058312473, 9.432290008148343, 28.37098083007151, 86.18577464367974, 261.90356653762115,
+        795.6538758627842, 2416.9920942096983, 7342.159505206647))
+    exp4 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.0, 6.17283950617284, 24.69135802469136,
+        55.555555555555564, 98.76543209876544, 154.320987654321, 222.22222222222226, 302.46913580246917,
+        395.0617283950618, 500.0))
+    exp5 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.0, -0.10455606138085417,
+        0.06757671513476461, -0.03234567568833768, 0.013582514927757873, -0.005273419510705473,
+        0.0019364083003354075, -0.000680070134067832, 0.00022969845960406913, -7.476094359583917e-05))
+    exp6 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (-6.016699583000218e-09, 0.35039802056107394, 3.3728423827689884, 12.119846079276684,
+        25.86101014293389, 29.352480635282088, -30.49475907497664, -273.8717189554019, -863.2381702029659,
+        -1747.0262164682233))
+    exp7 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335,
+        4.444444444444445, 5.555555555555555, 6.666666666666667, 7.777777777777779,
+        8.88888888888889, 10.0), (0.0, 18.934638095560974, 5346.93244680907, 1384609.8718249386,
+        358161126.65801865, 92645770015.70108, 23964739753087.42, 6198974342083139.0, 1.603492601616059e+18,
+        4.147764422869658e+20))
+
+    assert impulse_res_tester(tf1, exp1)
+    assert impulse_res_tester(tf2, exp2)
+    assert impulse_res_tester(tf3, exp3)
+    assert impulse_res_tester(tf4, exp4)
+    assert impulse_res_tester(tf5, exp5)
+    assert impulse_res_tester(tf7, exp6)
+    assert impulse_res_tester(ser1, exp7)
+
+
+def test_step_response():
+    if not numpy:
+        skip("NumPy is required for this test")
+
+    def step_res_tester(sys, expected_value):
+        x, y = _to_tuple(*step_response_numerical_data(sys,
+            adaptive=False, n=10))
+        x_check = check_point_accuracy(x, expected_value[0])
+        y_check = check_point_accuracy(y, expected_value[1])
+        return x_check and y_check
+
+    exp1 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (-1.9193285738516863e-08, 0.42283495488246126, 0.7840485977945262, 0.5546841805655717,
+        0.33903033806932087, 0.4627251747410237, 0.5909907598988051, 0.5247213989553071,
+        0.4486997874319281, 0.4839358435839171))
+    exp2 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (0.0, 0.13728409095645816, 0.19474559355325086, 0.1974909129243011, 0.16841657696573073,
+        0.12559777736159378, 0.08153828016664713, 0.04360471317348958, 0.015072994568868221,
+        -0.003636420058445484))
+    exp3 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (0.0, 0.6314542141914303, 2.9356520038101035, 9.37731009663807, 28.452300356688376,
+        86.25721933273988, 261.9236645044672, 795.6435410577224, 2416.9786984578764, 7342.154119725917))
+    exp4 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (0.0, 2.286236899862826, 18.28989519890261, 61.72839629629631, 146.31916159122088, 285.7796124828532,
+        493.8271703703705, 784.1792566529494, 1170.553292729767, 1666.6667))
+    exp5 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (-3.999999997894577e-09, 0.6720357068882895, 0.4429938256137113, 0.5182010838004518,
+        0.4944139147159695, 0.5016379853883338, 0.4995466896527733, 0.5001154784851325,
+        0.49997448824584123, 0.5000039745919259))
+    exp6 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (-1.5433688493882158e-09, 0.3428705539937336, 1.1253619102202777, 3.1849962651016517,
+        9.47532757182671, 28.727231099148135, 87.29426924860557, 265.2138681048606, 805.6636260007757,
+        2447.387582370878))
+
+    assert step_res_tester(tf1, exp1)
+    assert step_res_tester(tf2, exp2)
+    assert step_res_tester(tf3, exp3)
+    assert step_res_tester(tf4, exp4)
+    assert step_res_tester(tf5, exp5)
+    assert step_res_tester(ser2, exp6)
+
+
+def test_ramp_response():
+    if not numpy:
+        skip("NumPy is required for this test")
+
+    def ramp_res_tester(sys, num_points, expected_value, slope=1):
+        x, y = _to_tuple(*ramp_response_numerical_data(sys,
+            slope=slope, adaptive=False, n=num_points))
+        x_check = check_point_accuracy(x, expected_value[0])
+        y_check = check_point_accuracy(y, expected_value[1])
+        return x_check and y_check
+
+    exp1 = ((0.0, 2.0, 4.0, 6.0, 8.0, 10.0), (0.0, 0.7324667795033895, 1.9909720978650398,
+        2.7956587704217783, 3.9224897567931514, 4.85022655284895))
+    exp2 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445,
+        5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0),
+        (2.4360213402019326e-08, 0.10175320182493253, 0.33057612497658406, 0.5967937263298935,
+        0.8431511866718248, 1.0398805391471613, 1.1776043125035738, 1.2600994825747305, 1.2981042689274653,
+        1.304684417610106))
+    exp3 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (-3.9329040468771836e-08,
+        0.34686634635794555, 2.9998828170537903, 12.33303690737476, 40.993913948137795, 127.84145222317912,
+        391.41713691996, 1192.0006858708389, 3623.9808672503405, 11011.728034546572))
+    exp4 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.0, 1.9051973784484078, 30.483158055174524,
+        154.32098765432104, 487.7305288827924, 1190.7483615302544, 2469.1358024691367, 4574.3789056546275,
+        7803.688462124678, 12500.0))
+    exp5 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.0, 3.8844361856975635, 9.141792069209865,
+        14.096349157657231, 19.09783068994694, 24.10179770390321, 29.09907319114121, 34.10040420185154,
+        39.09983919254265, 44.10006013058409))
+    exp6 = ((0.0, 1.1111111111111112, 2.2222222222222223, 3.3333333333333335, 4.444444444444445, 5.555555555555555,
+        6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0), (0.0, 1.1111111111111112, 2.2222222222222223,
+        3.3333333333333335, 4.444444444444445, 5.555555555555555, 6.666666666666667, 7.777777777777779, 8.88888888888889, 10.0))
+
+    assert ramp_res_tester(tf1, 6, exp1)
+    assert ramp_res_tester(tf2, 10, exp2, 1.2)
+    assert ramp_res_tester(tf3, 10, exp3, 1.5)
+    assert ramp_res_tester(tf4, 10, exp4, 3)
+    assert ramp_res_tester(tf5, 10, exp5, 9)
+    assert ramp_res_tester(tf6, 10, exp6)
+
+
+def test_nyquist_plot_expr():
+    r1, i1, w1 = nyquist_plot_expr(tf1)
+    r2, i2, w2 = nyquist_plot_expr(tf2)
+    r3, i3, w3 = nyquist_plot_expr(tf3)
+    r4, i4, w4 = nyquist_plot_expr(tf4)
+    assert r1 == (2 - w1**2)/(0.25*w1**2 + (2 - w1**2)**2)
+    assert i1 == -0.5*w1/(0.25*w1**2 + (2 - w1**2)**2)
+    assert r2 == 3*w2**2/(9*w2**2 + (1 - 6*w2**2)**2)
+    assert i2 == w2*(1 - 6*w2**2)/(9*w2**2 + (1 - 6*w2**2)**2)
+    assert r3 == -w3**4/(w3**6 + 1)
+    assert i3 == -w3/(w3**6 + 1)
+    assert r4 == 0
+    assert i4 == 10/w4**3
+
+
+def test_nichols_expr():
+    m1, p1, w1 = nichols_plot_expr(tf1)
+    m2, p2, w2 = nichols_plot_expr(tf2)
+    m3, p3, w3 = nichols_plot_expr(tf3)
+    m4, p4, w4 = nichols_plot_expr(tf4)
+    assert m1 == 20*log(1/sqrt(w1**4 - 3.75*w1**2 + 4))/log(10)
+    assert p1 == 180*arg(1/(-w1**2 + 0.5*w1*I + 2))/pi
+    assert m2 == 20*log(Abs(w2)/sqrt(36*w2**4 - 3*w2**2 + 1))/log(10)
+    assert p2 == 180*arg(w2*I/(-6*w2**2 + 3*w2*I + 1))/pi
+    assert m3 == 20*log(Abs(w3)/sqrt(w3**6 + 1))/log(10)
+    assert p3 == 180*arg(-w3*I/(w3**3*I + 1))/pi
+    assert m4 == 20*log(10/(w4**2*Abs(w4)))/log(10)
+    assert p4 == 180*arg(I/w4**3)/pi

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/hep/gamma_matrices.py

@@ -0,0 +1,716 @@
+"""
+    Module to handle gamma matrices expressed as tensor objects.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, LorentzIndex
+    >>> from sympy.tensor.tensor import tensor_indices
+    >>> i = tensor_indices('i', LorentzIndex)
+    >>> G(i)
+    GammaMatrix(i)
+
+    Note that there is already an instance of GammaMatrixHead in four dimensions:
+    GammaMatrix, which is simply declare as
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix
+    >>> from sympy.tensor.tensor import tensor_indices
+    >>> i = tensor_indices('i', LorentzIndex)
+    >>> GammaMatrix(i)
+    GammaMatrix(i)
+
+    To access the metric tensor
+
+    >>> LorentzIndex.metric
+    metric(LorentzIndex,LorentzIndex)
+
+"""
+from sympy.core.mul import Mul
+from sympy.core.singleton import S
+from sympy.matrices.dense import eye
+from sympy.matrices.expressions.trace import trace
+from sympy.tensor.tensor import TensorIndexType, TensorIndex,\
+    TensMul, TensAdd, tensor_mul, Tensor, TensorHead, TensorSymmetry
+
+
+# DiracSpinorIndex = TensorIndexType('DiracSpinorIndex', dim=4, dummy_name="S")
+
+
+LorentzIndex = TensorIndexType('LorentzIndex', dim=4, dummy_name="L")
+
+
+GammaMatrix = TensorHead("GammaMatrix", [LorentzIndex],
+                         TensorSymmetry.no_symmetry(1), comm=None)
+
+
+def extract_type_tens(expression, component):
+    """
+    Extract from a ``TensExpr`` all tensors with `component`.
+
+    Returns two tensor expressions:
+
+    * the first contains all ``Tensor`` of having `component`.
+    * the second contains all remaining.
+
+
+    """
+    if isinstance(expression, Tensor):
+        sp = [expression]
+    elif isinstance(expression, TensMul):
+        sp = expression.args
+    else:
+        raise ValueError('wrong type')
+
+    # Collect all gamma matrices of the same dimension
+    new_expr = S.One
+    residual_expr = S.One
+    for i in sp:
+        if isinstance(i, Tensor) and i.component == component:
+            new_expr *= i
+        else:
+            residual_expr *= i
+    return new_expr, residual_expr
+
+
+def simplify_gamma_expression(expression):
+    extracted_expr, residual_expr = extract_type_tens(expression, GammaMatrix)
+    res_expr = _simplify_single_line(extracted_expr)
+    return res_expr * residual_expr
+
+
+def simplify_gpgp(ex, sort=True):
+    """
+    simplify products ``G(i)*p(-i)*G(j)*p(-j) -> p(i)*p(-i)``
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, \
+        LorentzIndex, simplify_gpgp
+    >>> from sympy.tensor.tensor import tensor_indices, tensor_heads
+    >>> p, q = tensor_heads('p, q', [LorentzIndex])
+    >>> i0,i1,i2,i3,i4,i5 = tensor_indices('i0:6', LorentzIndex)
+    >>> ps = p(i0)*G(-i0)
+    >>> qs = q(i0)*G(-i0)
+    >>> simplify_gpgp(ps*qs*qs)
+    GammaMatrix(-L_0)*p(L_0)*q(L_1)*q(-L_1)
+    """
+    def _simplify_gpgp(ex):
+        components = ex.components
+        a = []
+        comp_map = []
+        for i, comp in enumerate(components):
+            comp_map.extend([i]*comp.rank)
+        dum = [(i[0], i[1], comp_map[i[0]], comp_map[i[1]]) for i in ex.dum]
+        for i in range(len(components)):
+            if components[i] != GammaMatrix:
+                continue
+            for dx in dum:
+                if dx[2] == i:
+                    p_pos1 = dx[3]
+                elif dx[3] == i:
+                    p_pos1 = dx[2]
+                else:
+                    continue
+                comp1 = components[p_pos1]
+                if comp1.comm == 0 and comp1.rank == 1:
+                    a.append((i, p_pos1))
+        if not a:
+            return ex
+        elim = set()
+        tv = []
+        hit = True
+        coeff = S.One
+        ta = None
+        while hit:
+            hit = False
+            for i, ai in enumerate(a[:-1]):
+                if ai[0] in elim:
+                    continue
+                if ai[0] != a[i + 1][0] - 1:
+                    continue
+                if components[ai[1]] != components[a[i + 1][1]]:
+                    continue
+                elim.add(ai[0])
+                elim.add(ai[1])
+                elim.add(a[i + 1][0])
+                elim.add(a[i + 1][1])
+                if not ta:
+                    ta = ex.split()
+                    mu = TensorIndex('mu', LorentzIndex)
+                hit = True
+                if i == 0:
+                    coeff = ex.coeff
+                tx = components[ai[1]](mu)*components[ai[1]](-mu)
+                if len(a) == 2:
+                    tx *= 4  # eye(4)
+                tv.append(tx)
+                break
+
+        if tv:
+            a = [x for j, x in enumerate(ta) if j not in elim]
+            a.extend(tv)
+            t = tensor_mul(*a)*coeff
+            # t = t.replace(lambda x: x.is_Matrix, lambda x: 1)
+            return t
+        else:
+            return ex
+
+    if sort:
+        ex = ex.sorted_components()
+    # this would be better off with pattern matching
+    while 1:
+        t = _simplify_gpgp(ex)
+        if t != ex:
+            ex = t
+        else:
+            return t
+
+
+def gamma_trace(t):
+    """
+    trace of a single line of gamma matrices
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, \
+        gamma_trace, LorentzIndex
+    >>> from sympy.tensor.tensor import tensor_indices, tensor_heads
+    >>> p, q = tensor_heads('p, q', [LorentzIndex])
+    >>> i0,i1,i2,i3,i4,i5 = tensor_indices('i0:6', LorentzIndex)
+    >>> ps = p(i0)*G(-i0)
+    >>> qs = q(i0)*G(-i0)
+    >>> gamma_trace(G(i0)*G(i1))
+    4*metric(i0, i1)
+    >>> gamma_trace(ps*ps) - 4*p(i0)*p(-i0)
+    0
+    >>> gamma_trace(ps*qs + ps*ps) - 4*p(i0)*p(-i0) - 4*p(i0)*q(-i0)
+    0
+
+    """
+    if isinstance(t, TensAdd):
+        res = TensAdd(*[gamma_trace(x) for x in t.args])
+        return res
+    t = _simplify_single_line(t)
+    res = _trace_single_line(t)
+    return res
+
+
+def _simplify_single_line(expression):
+    """
+    Simplify single-line product of gamma matrices.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, \
+        LorentzIndex, _simplify_single_line
+    >>> from sympy.tensor.tensor import tensor_indices, TensorHead
+    >>> p = TensorHead('p', [LorentzIndex])
+    >>> i0,i1 = tensor_indices('i0:2', LorentzIndex)
+    >>> _simplify_single_line(G(i0)*G(i1)*p(-i1)*G(-i0)) + 2*G(i0)*p(-i0)
+    0
+
+    """
+    t1, t2 = extract_type_tens(expression, GammaMatrix)
+    if t1 != 1:
+        t1 = kahane_simplify(t1)
+    res = t1*t2
+    return res
+
+
+def _trace_single_line(t):
+    """
+    Evaluate the trace of a single gamma matrix line inside a ``TensExpr``.
+
+    Notes
+    =====
+
+    If there are ``DiracSpinorIndex.auto_left`` and ``DiracSpinorIndex.auto_right``
+    indices trace over them; otherwise traces are not implied (explain)
+
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, \
+        LorentzIndex, _trace_single_line
+    >>> from sympy.tensor.tensor import tensor_indices, TensorHead
+    >>> p = TensorHead('p', [LorentzIndex])
+    >>> i0,i1,i2,i3,i4,i5 = tensor_indices('i0:6', LorentzIndex)
+    >>> _trace_single_line(G(i0)*G(i1))
+    4*metric(i0, i1)
+    >>> _trace_single_line(G(i0)*p(-i0)*G(i1)*p(-i1)) - 4*p(i0)*p(-i0)
+    0
+
+    """
+    def _trace_single_line1(t):
+        t = t.sorted_components()
+        components = t.components
+        ncomps = len(components)
+        g = LorentzIndex.metric
+        # gamma matirices are in a[i:j]
+        hit = 0
+        for i in range(ncomps):
+            if components[i] == GammaMatrix:
+                hit = 1
+                break
+
+        for j in range(i + hit, ncomps):
+            if components[j] != GammaMatrix:
+                break
+        else:
+            j = ncomps
+        numG = j - i
+        if numG == 0:
+            tcoeff = t.coeff
+            return t.nocoeff if tcoeff else t
+        if numG % 2 == 1:
+            return TensMul.from_data(S.Zero, [], [], [])
+        elif numG > 4:
+            # find the open matrix indices and connect them:
+            a = t.split()
+            ind1 = a[i].get_indices()[0]
+            ind2 = a[i + 1].get_indices()[0]
+            aa = a[:i] + a[i + 2:]
+            t1 = tensor_mul(*aa)*g(ind1, ind2)
+            t1 = t1.contract_metric(g)
+            args = [t1]
+            sign = 1
+            for k in range(i + 2, j):
+                sign = -sign
+                ind2 = a[k].get_indices()[0]
+                aa = a[:i] + a[i + 1:k] + a[k + 1:]
+                t2 = sign*tensor_mul(*aa)*g(ind1, ind2)
+                t2 = t2.contract_metric(g)
+                t2 = simplify_gpgp(t2, False)
+                args.append(t2)
+            t3 = TensAdd(*args)
+            t3 = _trace_single_line(t3)
+            return t3
+        else:
+            a = t.split()
+            t1 = _gamma_trace1(*a[i:j])
+            a2 = a[:i] + a[j:]
+            t2 = tensor_mul(*a2)
+            t3 = t1*t2
+            if not t3:
+                return t3
+            t3 = t3.contract_metric(g)
+            return t3
+
+    t = t.expand()
+    if isinstance(t, TensAdd):
+        a = [_trace_single_line1(x)*x.coeff for x in t.args]
+        return TensAdd(*a)
+    elif isinstance(t, (Tensor, TensMul)):
+        r = t.coeff*_trace_single_line1(t)
+        return r
+    else:
+        return trace(t)
+
+
+def _gamma_trace1(*a):
+    gctr = 4  # FIXME specific for d=4
+    g = LorentzIndex.metric
+    if not a:
+        return gctr
+    n = len(a)
+    if n%2 == 1:
+        #return TensMul.from_data(S.Zero, [], [], [])
+        return S.Zero
+    if n == 2:
+        ind0 = a[0].get_indices()[0]
+        ind1 = a[1].get_indices()[0]
+        return gctr*g(ind0, ind1)
+    if n == 4:
+        ind0 = a[0].get_indices()[0]
+        ind1 = a[1].get_indices()[0]
+        ind2 = a[2].get_indices()[0]
+        ind3 = a[3].get_indices()[0]
+
+        return gctr*(g(ind0, ind1)*g(ind2, ind3) - \
+           g(ind0, ind2)*g(ind1, ind3) + g(ind0, ind3)*g(ind1, ind2))
+
+
+def kahane_simplify(expression):
+    r"""
+    This function cancels contracted elements in a product of four
+    dimensional gamma matrices, resulting in an expression equal to the given
+    one, without the contracted gamma matrices.
+
+    Parameters
+    ==========
+
+    `expression`    the tensor expression containing the gamma matrices to simplify.
+
+    Notes
+    =====
+
+    If spinor indices are given, the matrices must be given in
+    the order given in the product.
+
+    Algorithm
+    =========
+
+    The idea behind the algorithm is to use some well-known identities,
+    i.e., for contractions enclosing an even number of `\gamma` matrices
+
+    `\gamma^\mu \gamma_{a_1} \cdots \gamma_{a_{2N}} \gamma_\mu = 2 (\gamma_{a_{2N}} \gamma_{a_1} \cdots \gamma_{a_{2N-1}} + \gamma_{a_{2N-1}} \cdots \gamma_{a_1} \gamma_{a_{2N}} )`
+
+    for an odd number of `\gamma` matrices
+
+    `\gamma^\mu \gamma_{a_1} \cdots \gamma_{a_{2N+1}} \gamma_\mu = -2 \gamma_{a_{2N+1}} \gamma_{a_{2N}} \cdots \gamma_{a_{1}}`
+
+    Instead of repeatedly applying these identities to cancel out all contracted indices,
+    it is possible to recognize the links that would result from such an operation,
+    the problem is thus reduced to a simple rearrangement of free gamma matrices.
+
+    Examples
+    ========
+
+    When using, always remember that the original expression coefficient
+    has to be handled separately
+
+    >>> from sympy.physics.hep.gamma_matrices import GammaMatrix as G, LorentzIndex
+    >>> from sympy.physics.hep.gamma_matrices import kahane_simplify
+    >>> from sympy.tensor.tensor import tensor_indices
+    >>> i0, i1, i2 = tensor_indices('i0:3', LorentzIndex)
+    >>> ta = G(i0)*G(-i0)
+    >>> kahane_simplify(ta)
+    Matrix([
+    [4, 0, 0, 0],
+    [0, 4, 0, 0],
+    [0, 0, 4, 0],
+    [0, 0, 0, 4]])
+    >>> tb = G(i0)*G(i1)*G(-i0)
+    >>> kahane_simplify(tb)
+    -2*GammaMatrix(i1)
+    >>> t = G(i0)*G(-i0)
+    >>> kahane_simplify(t)
+    Matrix([
+    [4, 0, 0, 0],
+    [0, 4, 0, 0],
+    [0, 0, 4, 0],
+    [0, 0, 0, 4]])
+    >>> t = G(i0)*G(-i0)
+    >>> kahane_simplify(t)
+    Matrix([
+    [4, 0, 0, 0],
+    [0, 4, 0, 0],
+    [0, 0, 4, 0],
+    [0, 0, 0, 4]])
+
+    If there are no contractions, the same expression is returned
+
+    >>> tc = G(i0)*G(i1)
+    >>> kahane_simplify(tc)
+    GammaMatrix(i0)*GammaMatrix(i1)
+
+    References
+    ==========
+
+    [1] Algorithm for Reducing Contracted Products of gamma Matrices,
+    Joseph Kahane, Journal of Mathematical Physics, Vol. 9, No. 10, October 1968.
+    """
+
+    if isinstance(expression, Mul):
+        return expression
+    if isinstance(expression, TensAdd):
+        return TensAdd(*[kahane_simplify(arg) for arg in expression.args])
+
+    if isinstance(expression, Tensor):
+        return expression
+
+    assert isinstance(expression, TensMul)
+
+    gammas = expression.args
+
+    for gamma in gammas:
+        assert gamma.component == GammaMatrix
+
+    free = expression.free
+    # spinor_free = [_ for _ in expression.free_in_args if _[1] != 0]
+
+    # if len(spinor_free) == 2:
+    #     spinor_free.sort(key=lambda x: x[2])
+    #     assert spinor_free[0][1] == 1 and spinor_free[-1][1] == 2
+    #     assert spinor_free[0][2] == 0
+    # elif spinor_free:
+    #     raise ValueError('spinor indices do not match')
+
+    dum = []
+    for dum_pair in expression.dum:
+        if expression.index_types[dum_pair[0]] == LorentzIndex:
+            dum.append((dum_pair[0], dum_pair[1]))
+
+    dum = sorted(dum)
+
+    if len(dum) == 0:  # or GammaMatrixHead:
+        # no contractions in `expression`, just return it.
+        return expression
+
+    # find the `first_dum_pos`, i.e. the position of the first contracted
+    # gamma matrix, Kahane's algorithm as described in his paper requires the
+    # gamma matrix expression to start with a contracted gamma matrix, this is
+    # a workaround which ignores possible initial free indices, and re-adds
+    # them later.
+
+    first_dum_pos = min(map(min, dum))
+
+    # for p1, p2, a1, a2 in expression.dum_in_args:
+    #     if p1 != 0 or p2 != 0:
+    #         # only Lorentz indices, skip Dirac indices:
+    #         continue
+    #     first_dum_pos = min(p1, p2)
+    #     break
+
+    total_number = len(free) + len(dum)*2
+    number_of_contractions = len(dum)
+
+    free_pos = [None]*total_number
+    for i in free:
+        free_pos[i[1]] = i[0]
+
+    # `index_is_free` is a list of booleans, to identify index position
+    # and whether that index is free or dummy.
+    index_is_free = [False]*total_number
+
+    for i, indx in enumerate(free):
+        index_is_free[indx[1]] = True
+
+    # `links` is a dictionary containing the graph described in Kahane's paper,
+    # to every key correspond one or two values, representing the linked indices.
+    # All values in `links` are integers, negative numbers are used in the case
+    # where it is necessary to insert gamma matrices between free indices, in
+    # order to make Kahane's algorithm work (see paper).
+    links = {i: [] for i in range(first_dum_pos, total_number)}
+
+    # `cum_sign` is a step variable to mark the sign of every index, see paper.
+    cum_sign = -1
+    # `cum_sign_list` keeps storage for all `cum_sign` (every index).
+    cum_sign_list = [None]*total_number
+    block_free_count = 0
+
+    # multiply `resulting_coeff` by the coefficient parameter, the rest
+    # of the algorithm ignores a scalar coefficient.
+    resulting_coeff = S.One
+
+    # initialize a list of lists of indices. The outer list will contain all
+    # additive tensor expressions, while the inner list will contain the
+    # free indices (rearranged according to the algorithm).
+    resulting_indices = [[]]
+
+    # start to count the `connected_components`, which together with the number
+    # of contractions, determines a -1 or +1 factor to be multiplied.
+    connected_components = 1
+
+    # First loop: here we fill `cum_sign_list`, and draw the links
+    # among consecutive indices (they are stored in `links`). Links among
+    # non-consecutive indices will be drawn later.
+    for i, is_free in enumerate(index_is_free):
+        # if `expression` starts with free indices, they are ignored here;
+        # they are later added as they are to the beginning of all
+        # `resulting_indices` list of lists of indices.
+        if i < first_dum_pos:
+            continue
+
+        if is_free:
+            block_free_count += 1
+            # if previous index was free as well, draw an arch in `links`.
+            if block_free_count > 1:
+                links[i - 1].append(i)
+                links[i].append(i - 1)
+        else:
+            # Change the sign of the index (`cum_sign`) if the number of free
+            # indices preceding it is even.
+            cum_sign *= 1 if (block_free_count % 2) else -1
+            if block_free_count == 0 and i != first_dum_pos:
+                # check if there are two consecutive dummy indices:
+                # in this case create virtual indices with negative position,
+                # these "virtual" indices represent the insertion of two
+                # gamma^0 matrices to separate consecutive dummy indices, as
+                # Kahane's algorithm requires dummy indices to be separated by
+                # free indices. The product of two gamma^0 matrices is unity,
+                # so the new expression being examined is the same as the
+                # original one.
+                if cum_sign == -1:
+                    links[-1-i] = [-1-i+1]
+                    links[-1-i+1] = [-1-i]
+            if (i - cum_sign) in links:
+                if i != first_dum_pos:
+                    links[i].append(i - cum_sign)
+                if block_free_count != 0:
+                    if i - cum_sign < len(index_is_free):
+                        if index_is_free[i - cum_sign]:
+                            links[i - cum_sign].append(i)
+            block_free_count = 0
+
+        cum_sign_list[i] = cum_sign
+
+    # The previous loop has only created links between consecutive free indices,
+    # it is necessary to properly create links among dummy (contracted) indices,
+    # according to the rules described in Kahane's paper. There is only one exception
+    # to Kahane's rules: the negative indices, which handle the case of some
+    # consecutive free indices (Kahane's paper just describes dummy indices
+    # separated by free indices, hinting that free indices can be added without
+    # altering the expression result).
+    for i in dum:
+        # get the positions of the two contracted indices:
+        pos1 = i[0]
+        pos2 = i[1]
+
+        # create Kahane's upper links, i.e. the upper arcs between dummy
+        # (i.e. contracted) indices:
+        links[pos1].append(pos2)
+        links[pos2].append(pos1)
+
+        # create Kahane's lower links, this corresponds to the arcs below
+        # the line described in the paper:
+
+        # first we move `pos1` and `pos2` according to the sign of the indices:
+        linkpos1 = pos1 + cum_sign_list[pos1]
+        linkpos2 = pos2 + cum_sign_list[pos2]
+
+        # otherwise, perform some checks before creating the lower arcs:
+
+        # make sure we are not exceeding the total number of indices:
+        if linkpos1 >= total_number:
+            continue
+        if linkpos2 >= total_number:
+            continue
+
+        # make sure we are not below the first dummy index in `expression`:
+        if linkpos1 < first_dum_pos:
+            continue
+        if linkpos2 < first_dum_pos:
+            continue
+
+        # check if the previous loop created "virtual" indices between dummy
+        # indices, in such a case relink `linkpos1` and `linkpos2`:
+        if (-1-linkpos1) in links:
+            linkpos1 = -1-linkpos1
+        if (-1-linkpos2) in links:
+            linkpos2 = -1-linkpos2
+
+        # move only if not next to free index:
+        if linkpos1 >= 0 and not index_is_free[linkpos1]:
+            linkpos1 = pos1
+
+        if linkpos2 >=0 and not index_is_free[linkpos2]:
+            linkpos2 = pos2
+
+        # create the lower arcs:
+        if linkpos2 not in links[linkpos1]:
+            links[linkpos1].append(linkpos2)
+        if linkpos1 not in links[linkpos2]:
+            links[linkpos2].append(linkpos1)
+
+    # This loop starts from the `first_dum_pos` index (first dummy index)
+    # walks through the graph deleting the visited indices from `links`,
+    # it adds a gamma matrix for every free index in encounters, while it
+    # completely ignores dummy indices and virtual indices.
+    pointer = first_dum_pos
+    previous_pointer = 0
+    while True:
+        if pointer in links:
+            next_ones = links.pop(pointer)
+        else:
+            break
+
+        if previous_pointer in next_ones:
+            next_ones.remove(previous_pointer)
+
+        previous_pointer = pointer
+
+        if next_ones:
+            pointer = next_ones[0]
+        else:
+            break
+
+        if pointer == previous_pointer:
+            break
+        if pointer >=0 and free_pos[pointer] is not None:
+            for ri in resulting_indices:
+                ri.append(free_pos[pointer])
+
+    # The following loop removes the remaining connected components in `links`.
+    # If there are free indices inside a connected component, it gives a
+    # contribution to the resulting expression given by the factor
+    # `gamma_a gamma_b ... gamma_z + gamma_z ... gamma_b gamma_a`, in Kahanes's
+    # paper represented as  {gamma_a, gamma_b, ... , gamma_z},
+    # virtual indices are ignored. The variable `connected_components` is
+    # increased by one for every connected component this loop encounters.
+
+    # If the connected component has virtual and dummy indices only
+    # (no free indices), it contributes to `resulting_indices` by a factor of two.
+    # The multiplication by two is a result of the
+    # factor {gamma^0, gamma^0} = 2 I, as it appears in Kahane's paper.
+    # Note: curly brackets are meant as in the paper, as a generalized
+    # multi-element anticommutator!
+
+    while links:
+        connected_components += 1
+        pointer = min(links.keys())
+        previous_pointer = pointer
+        # the inner loop erases the visited indices from `links`, and it adds
+        # all free indices to `prepend_indices` list, virtual indices are
+        # ignored.
+        prepend_indices = []
+        while True:
+            if pointer in links:
+                next_ones = links.pop(pointer)
+            else:
+                break
+
+            if previous_pointer in next_ones:
+                if len(next_ones) > 1:
+                    next_ones.remove(previous_pointer)
+
+            previous_pointer = pointer
+
+            if next_ones:
+                pointer = next_ones[0]
+
+            if pointer >= first_dum_pos and free_pos[pointer] is not None:
+                prepend_indices.insert(0, free_pos[pointer])
+        # if `prepend_indices` is void, it means there are no free indices
+        # in the loop (and it can be shown that there must be a virtual index),
+        # loops of virtual indices only contribute by a factor of two:
+        if len(prepend_indices) == 0:
+            resulting_coeff *= 2
+        # otherwise, add the free indices in `prepend_indices` to
+        # the `resulting_indices`:
+        else:
+            expr1 = prepend_indices
+            expr2 = list(reversed(prepend_indices))
+            resulting_indices = [expri + ri for ri in resulting_indices for expri in (expr1, expr2)]
+
+    # sign correction, as described in Kahane's paper:
+    resulting_coeff *= -1 if (number_of_contractions - connected_components + 1) % 2 else 1
+    # power of two factor, as described in Kahane's paper:
+    resulting_coeff *= 2**(number_of_contractions)
+
+    # If `first_dum_pos` is not zero, it means that there are trailing free gamma
+    # matrices in front of `expression`, so multiply by them:
+    resulting_indices = [ free_pos[0:first_dum_pos] + ri for ri in resulting_indices ]
+
+    resulting_expr = S.Zero
+    for i in resulting_indices:
+        temp_expr = S.One
+        for j in i:
+            temp_expr *= GammaMatrix(j)
+        resulting_expr += temp_expr
+
+    t = resulting_coeff * resulting_expr
+    t1 = None
+    if isinstance(t, TensAdd):
+        t1 = t.args[0]
+    elif isinstance(t, TensMul):
+        t1 = t
+    if t1:
+        pass
+    else:
+        t = eye(4)*t
+    return t

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/hep/tests/test_gamma_matrices.py

@@ -0,0 +1,427 @@
+from sympy.matrices.dense import eye, Matrix
+from sympy.tensor.tensor import tensor_indices, TensorHead, tensor_heads, \
+    TensExpr, canon_bp
+from sympy.physics.hep.gamma_matrices import GammaMatrix as G, LorentzIndex, \
+    kahane_simplify, gamma_trace, _simplify_single_line, simplify_gamma_expression
+from sympy import Symbol
+
+
+def _is_tensor_eq(arg1, arg2):
+    arg1 = canon_bp(arg1)
+    arg2 = canon_bp(arg2)
+    if isinstance(arg1, TensExpr):
+        return arg1.equals(arg2)
+    elif isinstance(arg2, TensExpr):
+        return arg2.equals(arg1)
+    return arg1 == arg2
+
+def execute_gamma_simplify_tests_for_function(tfunc, D):
+    """
+    Perform tests to check if sfunc is able to simplify gamma matrix expressions.
+
+    Parameters
+    ==========
+
+    `sfunc`     a function to simplify a `TIDS`, shall return the simplified `TIDS`.
+    `D`         the number of dimension (in most cases `D=4`).
+
+    """
+
+    mu, nu, rho, sigma = tensor_indices("mu, nu, rho, sigma", LorentzIndex)
+    a1, a2, a3, a4, a5, a6 = tensor_indices("a1:7", LorentzIndex)
+    mu11, mu12, mu21, mu31, mu32, mu41, mu51, mu52 = tensor_indices("mu11, mu12, mu21, mu31, mu32, mu41, mu51, mu52", LorentzIndex)
+    mu61, mu71, mu72 = tensor_indices("mu61, mu71, mu72", LorentzIndex)
+    m0, m1, m2, m3, m4, m5, m6 = tensor_indices("m0:7", LorentzIndex)
+
+    def g(xx, yy):
+        return (G(xx)*G(yy) + G(yy)*G(xx))/2
+
+    # Some examples taken from Kahane's paper, 4 dim only:
+    if D == 4:
+        t = (G(a1)*G(mu11)*G(a2)*G(mu21)*G(-a1)*G(mu31)*G(-a2))
+        assert _is_tensor_eq(tfunc(t), -4*G(mu11)*G(mu31)*G(mu21) - 4*G(mu31)*G(mu11)*G(mu21))
+
+        t = (G(a1)*G(mu11)*G(mu12)*\
+                              G(a2)*G(mu21)*\
+                              G(a3)*G(mu31)*G(mu32)*\
+                              G(a4)*G(mu41)*\
+                              G(-a2)*G(mu51)*G(mu52)*\
+                              G(-a1)*G(mu61)*\
+                              G(-a3)*G(mu71)*G(mu72)*\
+                              G(-a4))
+        assert _is_tensor_eq(tfunc(t), \
+            16*G(mu31)*G(mu32)*G(mu72)*G(mu71)*G(mu11)*G(mu52)*G(mu51)*G(mu12)*G(mu61)*G(mu21)*G(mu41) + 16*G(mu31)*G(mu32)*G(mu72)*G(mu71)*G(mu12)*G(mu51)*G(mu52)*G(mu11)*G(mu61)*G(mu21)*G(mu41) + 16*G(mu71)*G(mu72)*G(mu32)*G(mu31)*G(mu11)*G(mu52)*G(mu51)*G(mu12)*G(mu61)*G(mu21)*G(mu41) + 16*G(mu71)*G(mu72)*G(mu32)*G(mu31)*G(mu12)*G(mu51)*G(mu52)*G(mu11)*G(mu61)*G(mu21)*G(mu41))
+
+    # Fully Lorentz-contracted expressions, these return scalars:
+
+    def add_delta(ne):
+        return ne * eye(4)  # DiracSpinorIndex.delta(DiracSpinorIndex.auto_left, -DiracSpinorIndex.auto_right)
+
+    t = (G(mu)*G(-mu))
+    ts = add_delta(D)
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(mu)*G(nu)*G(-mu)*G(-nu))
+    ts = add_delta(2*D - D**2)  # -8
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(mu)*G(nu)*G(-nu)*G(-mu))
+    ts = add_delta(D**2)  # 16
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(mu)*G(nu)*G(-rho)*G(-nu)*G(-mu)*G(rho))
+    ts = add_delta(4*D - 4*D**2 + D**3)  # 16
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(mu)*G(nu)*G(rho)*G(-rho)*G(-nu)*G(-mu))
+    ts = add_delta(D**3)  # 64
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(a1)*G(a2)*G(a3)*G(a4)*G(-a3)*G(-a1)*G(-a2)*G(-a4))
+    ts = add_delta(-8*D + 16*D**2 - 8*D**3 + D**4)  # -32
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(-mu)*G(-nu)*G(-rho)*G(-sigma)*G(nu)*G(mu)*G(sigma)*G(rho))
+    ts = add_delta(-16*D + 24*D**2 - 8*D**3 + D**4)  # 64
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(-mu)*G(nu)*G(-rho)*G(sigma)*G(rho)*G(-nu)*G(mu)*G(-sigma))
+    ts = add_delta(8*D - 12*D**2 + 6*D**3 - D**4)  # -32
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(a1)*G(a2)*G(a3)*G(a4)*G(a5)*G(-a3)*G(-a2)*G(-a1)*G(-a5)*G(-a4))
+    ts = add_delta(64*D - 112*D**2 + 60*D**3 - 12*D**4 + D**5)  # 256
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(a1)*G(a2)*G(a3)*G(a4)*G(a5)*G(-a3)*G(-a1)*G(-a2)*G(-a4)*G(-a5))
+    ts = add_delta(64*D - 120*D**2 + 72*D**3 - 16*D**4 + D**5)  # -128
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(a1)*G(a2)*G(a3)*G(a4)*G(a5)*G(a6)*G(-a3)*G(-a2)*G(-a1)*G(-a6)*G(-a5)*G(-a4))
+    ts = add_delta(416*D - 816*D**2 + 528*D**3 - 144*D**4 + 18*D**5 - D**6)  # -128
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    t = (G(a1)*G(a2)*G(a3)*G(a4)*G(a5)*G(a6)*G(-a2)*G(-a3)*G(-a1)*G(-a6)*G(-a4)*G(-a5))
+    ts = add_delta(416*D - 848*D**2 + 584*D**3 - 172*D**4 + 22*D**5 - D**6)  # -128
+    assert _is_tensor_eq(tfunc(t), ts)
+
+    # Expressions with free indices:
+
+    t = (G(mu)*G(nu)*G(rho)*G(sigma)*G(-mu))
+    assert _is_tensor_eq(tfunc(t), (-2*G(sigma)*G(rho)*G(nu) + (4-D)*G(nu)*G(rho)*G(sigma)))
+
+    t = (G(mu)*G(nu)*G(-mu))
+    assert _is_tensor_eq(tfunc(t), (2-D)*G(nu))
+
+    t = (G(mu)*G(nu)*G(rho)*G(-mu))
+    assert _is_tensor_eq(tfunc(t), 2*G(nu)*G(rho) + 2*G(rho)*G(nu) - (4-D)*G(nu)*G(rho))
+
+    t = 2*G(m2)*G(m0)*G(m1)*G(-m0)*G(-m1)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, (D*(-2*D + 4))*G(m2))
+
+    t = G(m2)*G(m0)*G(m1)*G(-m0)*G(-m2)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, ((-D + 2)**2)*G(m1))
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(-m1)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, (D - 4)*G(m0)*G(m2)*G(m3) + 4*G(m0)*g(m2, m3))
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(-m1)*G(-m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, ((D - 4)**2)*G(m2)*G(m3) + (8*D - 16)*g(m2, m3))
+
+    t = G(m2)*G(m0)*G(m1)*G(-m2)*G(-m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, ((-D + 2)*(D - 4) + 4)*G(m1))
+
+    t = G(m3)*G(m1)*G(m0)*G(m2)*G(-m3)*G(-m0)*G(-m2)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, (-4*D + (-D + 2)**2*(D - 4) + 8)*G(m1))
+
+    t = 2*G(m0)*G(m1)*G(m2)*G(m3)*G(-m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, ((-2*D + 8)*G(m1)*G(m2)*G(m3) - 4*G(m3)*G(m2)*G(m1)))
+
+    t = G(m5)*G(m0)*G(m1)*G(m4)*G(m2)*G(-m4)*G(m3)*G(-m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, (((-D + 2)*(-D + 4))*G(m5)*G(m1)*G(m2)*G(m3) + (2*D - 4)*G(m5)*G(m3)*G(m2)*G(m1)))
+
+    t = -G(m0)*G(m1)*G(m2)*G(m3)*G(-m0)*G(m4)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, ((D - 4)*G(m1)*G(m2)*G(m3)*G(m4) + 2*G(m3)*G(m2)*G(m1)*G(m4)))
+
+    t = G(-m5)*G(m0)*G(m1)*G(m2)*G(m3)*G(m4)*G(-m0)*G(m5)
+    st = tfunc(t)
+
+    result1 = ((-D + 4)**2 + 4)*G(m1)*G(m2)*G(m3)*G(m4) +\
+        (4*D - 16)*G(m3)*G(m2)*G(m1)*G(m4) + (4*D - 16)*G(m4)*G(m1)*G(m2)*G(m3)\
+        + 4*G(m2)*G(m1)*G(m4)*G(m3) + 4*G(m3)*G(m4)*G(m1)*G(m2) +\
+        4*G(m4)*G(m3)*G(m2)*G(m1)
+
+    # Kahane's algorithm yields this result, which is equivalent to `result1`
+    # in four dimensions, but is not automatically recognized as equal:
+    result2 = 8*G(m1)*G(m2)*G(m3)*G(m4) + 8*G(m4)*G(m3)*G(m2)*G(m1)
+
+    if D == 4:
+        assert _is_tensor_eq(st, (result1)) or _is_tensor_eq(st, (result2))
+    else:
+        assert _is_tensor_eq(st, (result1))
+
+    # and a few very simple cases, with no contracted indices:
+
+    t = G(m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, t)
+
+    t = -7*G(m0)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, t)
+
+    t = 224*G(m0)*G(m1)*G(-m2)*G(m3)
+    st = tfunc(t)
+    assert _is_tensor_eq(st, t)
+
+
+def test_kahane_algorithm():
+    # Wrap this function to convert to and from TIDS:
+
+    def tfunc(e):
+        return _simplify_single_line(e)
+
+    execute_gamma_simplify_tests_for_function(tfunc, D=4)
+
+
+def test_kahane_simplify1():
+    i0,i1,i2,i3,i4,i5,i6,i7,i8,i9,i10,i11,i12,i13,i14,i15 = tensor_indices('i0:16', LorentzIndex)
+    mu, nu, rho, sigma = tensor_indices("mu, nu, rho, sigma", LorentzIndex)
+    D = 4
+    t = G(i0)*G(i1)
+    r = kahane_simplify(t)
+    assert r.equals(t)
+
+    t = G(i0)*G(i1)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(-2*G(i1))
+    t = G(i0)*G(i1)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(-2*G(i1))
+
+    t = G(i0)*G(i1)
+    r = kahane_simplify(t)
+    assert r.equals(t)
+    t = G(i0)*G(i1)
+    r = kahane_simplify(t)
+    assert r.equals(t)
+    t = G(i0)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(4*eye(4))
+    t = G(i0)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(4*eye(4))
+    t = G(i0)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(4*eye(4))
+    t = G(i0)*G(i1)*G(-i0)
+    r = kahane_simplify(t)
+    assert r.equals(-2*G(i1))
+    t = G(i0)*G(i1)*G(-i0)*G(-i1)
+    r = kahane_simplify(t)
+    assert r.equals((2*D - D**2)*eye(4))
+    t = G(i0)*G(i1)*G(-i0)*G(-i1)
+    r = kahane_simplify(t)
+    assert r.equals((2*D - D**2)*eye(4))
+    t = G(i0)*G(-i0)*G(i1)*G(-i1)
+    r = kahane_simplify(t)
+    assert r.equals(16*eye(4))
+    t = (G(mu)*G(nu)*G(-nu)*G(-mu))
+    r = kahane_simplify(t)
+    assert r.equals(D**2*eye(4))
+    t = (G(mu)*G(nu)*G(-nu)*G(-mu))
+    r = kahane_simplify(t)
+    assert r.equals(D**2*eye(4))
+    t = (G(mu)*G(nu)*G(-nu)*G(-mu))
+    r = kahane_simplify(t)
+    assert r.equals(D**2*eye(4))
+    t = (G(mu)*G(nu)*G(-rho)*G(-nu)*G(-mu)*G(rho))
+    r = kahane_simplify(t)
+    assert r.equals((4*D - 4*D**2 + D**3)*eye(4))
+    t = (G(-mu)*G(-nu)*G(-rho)*G(-sigma)*G(nu)*G(mu)*G(sigma)*G(rho))
+    r = kahane_simplify(t)
+    assert r.equals((-16*D + 24*D**2 - 8*D**3 + D**4)*eye(4))
+    t = (G(-mu)*G(nu)*G(-rho)*G(sigma)*G(rho)*G(-nu)*G(mu)*G(-sigma))
+    r = kahane_simplify(t)
+    assert r.equals((8*D - 12*D**2 + 6*D**3 - D**4)*eye(4))
+
+    # Expressions with free indices:
+    t = (G(mu)*G(nu)*G(rho)*G(sigma)*G(-mu))
+    r = kahane_simplify(t)
+    assert r.equals(-2*G(sigma)*G(rho)*G(nu))
+    t = (G(mu)*G(-mu)*G(rho)*G(sigma))
+    r = kahane_simplify(t)
+    assert r.equals(4*G(rho)*G(sigma))
+    t = (G(rho)*G(sigma)*G(mu)*G(-mu))
+    r = kahane_simplify(t)
+    assert r.equals(4*G(rho)*G(sigma))
+
+def test_gamma_matrix_class():
+    i, j, k = tensor_indices('i,j,k', LorentzIndex)
+
+    # define another type of TensorHead to see if exprs are correctly handled:
+    A = TensorHead('A', [LorentzIndex])
+
+    t = A(k)*G(i)*G(-i)
+    ts = simplify_gamma_expression(t)
+    assert _is_tensor_eq(ts, Matrix([
+        [4, 0, 0, 0],
+        [0, 4, 0, 0],
+        [0, 0, 4, 0],
+        [0, 0, 0, 4]])*A(k))
+
+    t = G(i)*A(k)*G(j)
+    ts = simplify_gamma_expression(t)
+    assert _is_tensor_eq(ts, A(k)*G(i)*G(j))
+
+    execute_gamma_simplify_tests_for_function(simplify_gamma_expression, D=4)
+
+
+def test_gamma_matrix_trace():
+    g = LorentzIndex.metric
+
+    m0, m1, m2, m3, m4, m5, m6 = tensor_indices('m0:7', LorentzIndex)
+    n0, n1, n2, n3, n4, n5 = tensor_indices('n0:6', LorentzIndex)
+
+    # working in D=4 dimensions
+    D = 4
+
+    # traces of odd number of gamma matrices are zero:
+    t = G(m0)
+    t1 = gamma_trace(t)
+    assert t1.equals(0)
+
+    t = G(m0)*G(m1)*G(m2)
+    t1 = gamma_trace(t)
+    assert t1.equals(0)
+
+    t = G(m0)*G(m1)*G(-m0)
+    t1 = gamma_trace(t)
+    assert t1.equals(0)
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(m4)
+    t1 = gamma_trace(t)
+    assert t1.equals(0)
+
+    # traces without internal contractions:
+    t = G(m0)*G(m1)
+    t1 = gamma_trace(t)
+    assert _is_tensor_eq(t1, 4*g(m0, m1))
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)
+    t1 = gamma_trace(t)
+    t2 = -4*g(m0, m2)*g(m1, m3) + 4*g(m0, m1)*g(m2, m3) + 4*g(m0, m3)*g(m1, m2)
+    assert _is_tensor_eq(t1, t2)
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(m4)*G(m5)
+    t1 = gamma_trace(t)
+    t2 = t1*g(-m0, -m5)
+    t2 = t2.contract_metric(g)
+    assert _is_tensor_eq(t2, D*gamma_trace(G(m1)*G(m2)*G(m3)*G(m4)))
+
+    # traces of expressions with internal contractions:
+    t = G(m0)*G(-m0)
+    t1 = gamma_trace(t)
+    assert t1.equals(4*D)
+
+    t = G(m0)*G(m1)*G(-m0)*G(-m1)
+    t1 = gamma_trace(t)
+    assert t1.equals(8*D - 4*D**2)
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(m4)*G(-m0)
+    t1 = gamma_trace(t)
+    t2 = (-4*D)*g(m1, m3)*g(m2, m4) + (4*D)*g(m1, m2)*g(m3, m4) + \
+                 (4*D)*g(m1, m4)*g(m2, m3)
+    assert _is_tensor_eq(t1, t2)
+
+    t = G(-m5)*G(m0)*G(m1)*G(m2)*G(m3)*G(m4)*G(-m0)*G(m5)
+    t1 = gamma_trace(t)
+    t2 = (32*D + 4*(-D + 4)**2 - 64)*(g(m1, m2)*g(m3, m4) - \
+            g(m1, m3)*g(m2, m4) + g(m1, m4)*g(m2, m3))
+    assert _is_tensor_eq(t1, t2)
+
+    t = G(m0)*G(m1)*G(-m0)*G(m3)
+    t1 = gamma_trace(t)
+    assert t1.equals((-4*D + 8)*g(m1, m3))
+
+#    p, q = S1('p,q')
+#    ps = p(m0)*G(-m0)
+#    qs = q(m0)*G(-m0)
+#    t = ps*qs*ps*qs
+#    t1 = gamma_trace(t)
+#    assert t1 == 8*p(m0)*q(-m0)*p(m1)*q(-m1) - 4*p(m0)*p(-m0)*q(m1)*q(-m1)
+
+    t = G(m0)*G(m1)*G(m2)*G(m3)*G(m4)*G(m5)*G(-m0)*G(-m1)*G(-m2)*G(-m3)*G(-m4)*G(-m5)
+    t1 = gamma_trace(t)
+    assert t1.equals(-4*D**6 + 120*D**5 - 1040*D**4 + 3360*D**3 - 4480*D**2 + 2048*D)
+
+    t = G(m0)*G(m1)*G(n1)*G(m2)*G(n2)*G(m3)*G(m4)*G(-n2)*G(-n1)*G(-m0)*G(-m1)*G(-m2)*G(-m3)*G(-m4)
+    t1 = gamma_trace(t)
+    tresu = -7168*D + 16768*D**2 - 14400*D**3 + 5920*D**4 - 1232*D**5 + 120*D**6 - 4*D**7
+    assert t1.equals(tresu)
+
+    # checked with Mathematica
+    # In[1]:= <<Tracer.m
+    # In[2]:= Spur[l];
+    # In[3]:= GammaTrace[l, {m0},{m1},{n1},{m2},{n2},{m3},{m4},{n3},{n4},{m0},{m1},{m2},{m3},{m4}]
+    t = G(m0)*G(m1)*G(n1)*G(m2)*G(n2)*G(m3)*G(m4)*G(n3)*G(n4)*G(-m0)*G(-m1)*G(-m2)*G(-m3)*G(-m4)
+    t1 = gamma_trace(t)
+#    t1 = t1.expand_coeff()
+    c1 = -4*D**5 + 120*D**4 - 1200*D**3 + 5280*D**2 - 10560*D + 7808
+    c2 = -4*D**5 + 88*D**4 - 560*D**3 + 1440*D**2 - 1600*D + 640
+    assert _is_tensor_eq(t1, c1*g(n1, n4)*g(n2, n3) + c2*g(n1, n2)*g(n3, n4) + \
+            (-c1)*g(n1, n3)*g(n2, n4))
+
+    p, q = tensor_heads('p,q', [LorentzIndex])
+    ps = p(m0)*G(-m0)
+    qs = q(m0)*G(-m0)
+    p2 = p(m0)*p(-m0)
+    q2 = q(m0)*q(-m0)
+    pq = p(m0)*q(-m0)
+    t = ps*qs*ps*qs
+    r = gamma_trace(t)
+    assert _is_tensor_eq(r, 8*pq*pq - 4*p2*q2)
+    t = ps*qs*ps*qs*ps*qs
+    r = gamma_trace(t)
+    assert _is_tensor_eq(r, -12*p2*pq*q2 + 16*pq*pq*pq)
+    t = ps*qs*ps*qs*ps*qs*ps*qs
+    r = gamma_trace(t)
+    assert _is_tensor_eq(r, -32*pq*pq*p2*q2 + 32*pq*pq*pq*pq + 4*p2*p2*q2*q2)
+
+    t = 4*p(m1)*p(m0)*p(-m0)*q(-m1)*q(m2)*q(-m2)
+    assert _is_tensor_eq(gamma_trace(t), t)
+    t = ps*ps*ps*ps*ps*ps*ps*ps
+    r = gamma_trace(t)
+    assert r.equals(4*p2*p2*p2*p2)
+
+
+def test_bug_13636():
+    """Test issue 13636 regarding handling traces of sums of products
+    of GammaMatrix mixed with other factors."""
+    pi, ki, pf = tensor_heads("pi, ki, pf", [LorentzIndex])
+    i0, i1, i2, i3, i4 = tensor_indices("i0:5", LorentzIndex)
+    x = Symbol("x")
+    pis = pi(i2) * G(-i2)
+    kis = ki(i3) * G(-i3)
+    pfs = pf(i4) * G(-i4)
+
+    a = pfs * G(i0) * kis * G(i1) * pis * G(-i1) * kis * G(-i0)
+    b = pfs * G(i0) * kis * G(i1) * pis * x * G(-i0) * pi(-i1)
+    ta = gamma_trace(a)
+    tb = gamma_trace(b)
+    t_a_plus_b = gamma_trace(a + b)
+    assert ta == 4 * (
+        -4 * ki(i0) * ki(-i0) * pf(i1) * pi(-i1)
+        + 8 * ki(i0) * ki(i1) * pf(-i0) * pi(-i1)
+    )
+    assert tb == -8 * x * ki(i0) * pf(-i0) * pi(i1) * pi(-i1)
+    assert t_a_plus_b == ta + tb

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/hydrogen.py

@@ -0,0 +1,265 @@
+from sympy.core.numbers import Float
+from sympy.core.singleton import S
+from sympy.functions.combinatorial.factorials import factorial
+from sympy.functions.elementary.exponential import exp
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.functions.special.polynomials import assoc_laguerre
+from sympy.functions.special.spherical_harmonics import Ynm
+
+
+def R_nl(n, l, r, Z=1):
+    """
+    Returns the Hydrogen radial wavefunction R_{nl}.
+
+    Parameters
+    ==========
+
+    n : integer
+        Principal Quantum Number which is
+        an integer with possible values as 1, 2, 3, 4,...
+    l : integer
+        ``l`` is the Angular Momentum Quantum Number with
+        values ranging from 0 to ``n-1``.
+    r :
+        Radial coordinate.
+    Z :
+        Atomic number (1 for Hydrogen, 2 for Helium, ...)
+
+    Everything is in Hartree atomic units.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hydrogen import R_nl
+    >>> from sympy.abc import r, Z
+    >>> R_nl(1, 0, r, Z)
+    2*sqrt(Z**3)*exp(-Z*r)
+    >>> R_nl(2, 0, r, Z)
+    sqrt(2)*(-Z*r + 2)*sqrt(Z**3)*exp(-Z*r/2)/4
+    >>> R_nl(2, 1, r, Z)
+    sqrt(6)*Z*r*sqrt(Z**3)*exp(-Z*r/2)/12
+
+    For Hydrogen atom, you can just use the default value of Z=1:
+
+    >>> R_nl(1, 0, r)
+    2*exp(-r)
+    >>> R_nl(2, 0, r)
+    sqrt(2)*(2 - r)*exp(-r/2)/4
+    >>> R_nl(3, 0, r)
+    2*sqrt(3)*(2*r**2/9 - 2*r + 3)*exp(-r/3)/27
+
+    For Silver atom, you would use Z=47:
+
+    >>> R_nl(1, 0, r, Z=47)
+    94*sqrt(47)*exp(-47*r)
+    >>> R_nl(2, 0, r, Z=47)
+    47*sqrt(94)*(2 - 47*r)*exp(-47*r/2)/4
+    >>> R_nl(3, 0, r, Z=47)
+    94*sqrt(141)*(4418*r**2/9 - 94*r + 3)*exp(-47*r/3)/27
+
+    The normalization of the radial wavefunction is:
+
+    >>> from sympy import integrate, oo
+    >>> integrate(R_nl(1, 0, r)**2 * r**2, (r, 0, oo))
+    1
+    >>> integrate(R_nl(2, 0, r)**2 * r**2, (r, 0, oo))
+    1
+    >>> integrate(R_nl(2, 1, r)**2 * r**2, (r, 0, oo))
+    1
+
+    It holds for any atomic number:
+
+    >>> integrate(R_nl(1, 0, r, Z=2)**2 * r**2, (r, 0, oo))
+    1
+    >>> integrate(R_nl(2, 0, r, Z=3)**2 * r**2, (r, 0, oo))
+    1
+    >>> integrate(R_nl(2, 1, r, Z=4)**2 * r**2, (r, 0, oo))
+    1
+
+    """
+    # sympify arguments
+    n, l, r, Z = map(S, [n, l, r, Z])
+    # radial quantum number
+    n_r = n - l - 1
+    # rescaled "r"
+    a = 1/Z  # Bohr radius
+    r0 = 2 * r / (n * a)
+    # normalization coefficient
+    C = sqrt((S(2)/(n*a))**3 * factorial(n_r) / (2*n*factorial(n + l)))
+    # This is an equivalent normalization coefficient, that can be found in
+    # some books. Both coefficients seem to be the same fast:
+    # C =  S(2)/n**2 * sqrt(1/a**3 * factorial(n_r) / (factorial(n+l)))
+    return C * r0**l * assoc_laguerre(n_r, 2*l + 1, r0).expand() * exp(-r0/2)
+
+
+def Psi_nlm(n, l, m, r, phi, theta, Z=1):
+    """
+    Returns the Hydrogen wave function psi_{nlm}. It's the product of
+    the radial wavefunction R_{nl} and the spherical harmonic Y_{l}^{m}.
+
+    Parameters
+    ==========
+
+    n : integer
+        Principal Quantum Number which is
+        an integer with possible values as 1, 2, 3, 4,...
+    l : integer
+        ``l`` is the Angular Momentum Quantum Number with
+        values ranging from 0 to ``n-1``.
+    m : integer
+        ``m`` is the Magnetic Quantum Number with values
+        ranging from ``-l`` to ``l``.
+    r :
+        radial coordinate
+    phi :
+        azimuthal angle
+    theta :
+        polar angle
+    Z :
+        atomic number (1 for Hydrogen, 2 for Helium, ...)
+
+    Everything is in Hartree atomic units.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hydrogen import Psi_nlm
+    >>> from sympy import Symbol
+    >>> r=Symbol("r", positive=True)
+    >>> phi=Symbol("phi", real=True)
+    >>> theta=Symbol("theta", real=True)
+    >>> Z=Symbol("Z", positive=True, integer=True, nonzero=True)
+    >>> Psi_nlm(1,0,0,r,phi,theta,Z)
+    Z**(3/2)*exp(-Z*r)/sqrt(pi)
+    >>> Psi_nlm(2,1,1,r,phi,theta,Z)
+    -Z**(5/2)*r*exp(I*phi)*exp(-Z*r/2)*sin(theta)/(8*sqrt(pi))
+
+    Integrating the absolute square of a hydrogen wavefunction psi_{nlm}
+    over the whole space leads 1.
+
+    The normalization of the hydrogen wavefunctions Psi_nlm is:
+
+    >>> from sympy import integrate, conjugate, pi, oo, sin
+    >>> wf=Psi_nlm(2,1,1,r,phi,theta,Z)
+    >>> abs_sqrd=wf*conjugate(wf)
+    >>> jacobi=r**2*sin(theta)
+    >>> integrate(abs_sqrd*jacobi, (r,0,oo), (phi,0,2*pi), (theta,0,pi))
+    1
+    """
+
+    # sympify arguments
+    n, l, m, r, phi, theta, Z = map(S, [n, l, m, r, phi, theta, Z])
+    # check if values for n,l,m make physically sense
+    if n.is_integer and n < 1:
+        raise ValueError("'n' must be positive integer")
+    if l.is_integer and not (n > l):
+        raise ValueError("'n' must be greater than 'l'")
+    if m.is_integer and not (abs(m) <= l):
+        raise ValueError("|'m'| must be less or equal 'l'")
+    # return the hydrogen wave function
+    return R_nl(n, l, r, Z)*Ynm(l, m, theta, phi).expand(func=True)
+
+
+def E_nl(n, Z=1):
+    """
+    Returns the energy of the state (n, l) in Hartree atomic units.
+
+    The energy does not depend on "l".
+
+    Parameters
+    ==========
+
+    n : integer
+        Principal Quantum Number which is
+        an integer with possible values as 1, 2, 3, 4,...
+    Z :
+        Atomic number (1 for Hydrogen, 2 for Helium, ...)
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hydrogen import E_nl
+    >>> from sympy.abc import n, Z
+    >>> E_nl(n, Z)
+    -Z**2/(2*n**2)
+    >>> E_nl(1)
+    -1/2
+    >>> E_nl(2)
+    -1/8
+    >>> E_nl(3)
+    -1/18
+    >>> E_nl(3, 47)
+    -2209/18
+
+    """
+    n, Z = S(n), S(Z)
+    if n.is_integer and (n < 1):
+        raise ValueError("'n' must be positive integer")
+    return -Z**2/(2*n**2)
+
+
+def E_nl_dirac(n, l, spin_up=True, Z=1, c=Float("137.035999037")):
+    """
+    Returns the relativistic energy of the state (n, l, spin) in Hartree atomic
+    units.
+
+    The energy is calculated from the Dirac equation. The rest mass energy is
+    *not* included.
+
+    Parameters
+    ==========
+
+    n : integer
+        Principal Quantum Number which is
+        an integer with possible values as 1, 2, 3, 4,...
+    l : integer
+        ``l`` is the Angular Momentum Quantum Number with
+        values ranging from 0 to ``n-1``.
+    spin_up :
+        True if the electron spin is up (default), otherwise down
+    Z :
+        Atomic number (1 for Hydrogen, 2 for Helium, ...)
+    c :
+        Speed of light in atomic units. Default value is 137.035999037,
+        taken from https://arxiv.org/abs/1012.3627
+
+    Examples
+    ========
+
+    >>> from sympy.physics.hydrogen import E_nl_dirac
+    >>> E_nl_dirac(1, 0)
+    -0.500006656595360
+
+    >>> E_nl_dirac(2, 0)
+    -0.125002080189006
+    >>> E_nl_dirac(2, 1)
+    -0.125000416028342
+    >>> E_nl_dirac(2, 1, False)
+    -0.125002080189006
+
+    >>> E_nl_dirac(3, 0)
+    -0.0555562951740285
+    >>> E_nl_dirac(3, 1)
+    -0.0555558020932949
+    >>> E_nl_dirac(3, 1, False)
+    -0.0555562951740285
+    >>> E_nl_dirac(3, 2)
+    -0.0555556377366884
+    >>> E_nl_dirac(3, 2, False)
+    -0.0555558020932949
+
+    """
+    n, l, Z, c = map(S, [n, l, Z, c])
+    if not (l >= 0):
+        raise ValueError("'l' must be positive or zero")
+    if not (n > l):
+        raise ValueError("'n' must be greater than 'l'")
+    if (l == 0 and spin_up is False):
+        raise ValueError("Spin must be up for l==0.")
+    # skappa is sign*kappa, where sign contains the correct sign
+    if spin_up:
+        skappa = -l - 1
+    else:
+        skappa = -l
+    beta = sqrt(skappa**2 - Z**2/c**2)
+    return c**2/sqrt(1 + Z**2/(n + skappa + beta)**2/c**2) - c**2

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/matrices.py

@@ -0,0 +1,176 @@
+"""Known matrices related to physics"""
+
+from sympy.core.numbers import I
+from sympy.matrices.dense import MutableDenseMatrix as Matrix
+from sympy.utilities.decorator import deprecated
+
+
+def msigma(i):
+    r"""Returns a Pauli matrix `\sigma_i` with `i=1,2,3`.
+
+    References
+    ==========
+
+    .. [1] https://en.wikipedia.org/wiki/Pauli_matrices
+
+    Examples
+    ========
+
+    >>> from sympy.physics.matrices import msigma
+    >>> msigma(1)
+    Matrix([
+    [0, 1],
+    [1, 0]])
+    """
+    if i == 1:
+        mat = (
+            (0, 1),
+            (1, 0)
+        )
+    elif i == 2:
+        mat = (
+            (0, -I),
+            (I, 0)
+        )
+    elif i == 3:
+        mat = (
+            (1, 0),
+            (0, -1)
+        )
+    else:
+        raise IndexError("Invalid Pauli index")
+    return Matrix(mat)
+
+
+def pat_matrix(m, dx, dy, dz):
+    """Returns the Parallel Axis Theorem matrix to translate the inertia
+    matrix a distance of `(dx, dy, dz)` for a body of mass m.
+
+    Examples
+    ========
+
+    To translate a body having a mass of 2 units a distance of 1 unit along
+    the `x`-axis we get:
+
+    >>> from sympy.physics.matrices import pat_matrix
+    >>> pat_matrix(2, 1, 0, 0)
+    Matrix([
+    [0, 0, 0],
+    [0, 2, 0],
+    [0, 0, 2]])
+
+    """
+    dxdy = -dx*dy
+    dydz = -dy*dz
+    dzdx = -dz*dx
+    dxdx = dx**2
+    dydy = dy**2
+    dzdz = dz**2
+    mat = ((dydy + dzdz, dxdy, dzdx),
+           (dxdy, dxdx + dzdz, dydz),
+           (dzdx, dydz, dydy + dxdx))
+    return m*Matrix(mat)
+
+
+def mgamma(mu, lower=False):
+    r"""Returns a Dirac gamma matrix `\gamma^\mu` in the standard
+    (Dirac) representation.
+
+    Explanation
+    ===========
+
+    If you want `\gamma_\mu`, use ``gamma(mu, True)``.
+
+    We use a convention:
+
+    `\gamma^5 = i \cdot \gamma^0 \cdot \gamma^1 \cdot \gamma^2 \cdot \gamma^3`
+
+    `\gamma_5 = i \cdot \gamma_0 \cdot \gamma_1 \cdot \gamma_2 \cdot \gamma_3 = - \gamma^5`
+
+    References
+    ==========
+
+    .. [1] https://en.wikipedia.org/wiki/Gamma_matrices
+
+    Examples
+    ========
+
+    >>> from sympy.physics.matrices import mgamma
+    >>> mgamma(1)
+    Matrix([
+    [ 0,  0, 0, 1],
+    [ 0,  0, 1, 0],
+    [ 0, -1, 0, 0],
+    [-1,  0, 0, 0]])
+    """
+    if mu not in (0, 1, 2, 3, 5):
+        raise IndexError("Invalid Dirac index")
+    if mu == 0:
+        mat = (
+            (1, 0, 0, 0),
+            (0, 1, 0, 0),
+            (0, 0, -1, 0),
+            (0, 0, 0, -1)
+        )
+    elif mu == 1:
+        mat = (
+            (0, 0, 0, 1),
+            (0, 0, 1, 0),
+            (0, -1, 0, 0),
+            (-1, 0, 0, 0)
+        )
+    elif mu == 2:
+        mat = (
+            (0, 0, 0, -I),
+            (0, 0, I, 0),
+            (0, I, 0, 0),
+            (-I, 0, 0, 0)
+        )
+    elif mu == 3:
+        mat = (
+            (0, 0, 1, 0),
+            (0, 0, 0, -1),
+            (-1, 0, 0, 0),
+            (0, 1, 0, 0)
+        )
+    elif mu == 5:
+        mat = (
+            (0, 0, 1, 0),
+            (0, 0, 0, 1),
+            (1, 0, 0, 0),
+            (0, 1, 0, 0)
+        )
+    m = Matrix(mat)
+    if lower:
+        if mu in (1, 2, 3, 5):
+            m = -m
+    return m
+
+#Minkowski tensor using the convention (+,-,-,-) used in the Quantum Field
+#Theory
+minkowski_tensor = Matrix( (
+    (1, 0, 0, 0),
+    (0, -1, 0, 0),
+    (0, 0, -1, 0),
+    (0, 0, 0, -1)
+))
+
+
+@deprecated(
+    """
+    The sympy.physics.matrices.mdft method is deprecated. Use
+    sympy.DFT(n).as_explicit() instead.
+    """,
+    deprecated_since_version="1.9",
+    active_deprecations_target="deprecated-physics-mdft",
+)
+def mdft(n):
+    r"""
+    .. deprecated:: 1.9
+
+       Use DFT from sympy.matrices.expressions.fourier instead.
+
+       To get identical behavior to ``mdft(n)``, use ``DFT(n).as_explicit()``.
+    """
+    from sympy.matrices.expressions.fourier import DFT
+    return DFT(n).as_mutable()

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/__init__.py

@@ -0,0 +1,90 @@
+__all__ = [
+    'vector',
+
+    'CoordinateSym', 'ReferenceFrame', 'Dyadic', 'Vector', 'Point', 'cross',
+    'dot', 'express', 'time_derivative', 'outer', 'kinematic_equations',
+    'get_motion_params', 'partial_velocity', 'dynamicsymbols', 'vprint',
+    'vsstrrepr', 'vsprint', 'vpprint', 'vlatex', 'init_vprinting', 'curl',
+    'divergence', 'gradient', 'is_conservative', 'is_solenoidal',
+    'scalar_potential', 'scalar_potential_difference',
+
+    'KanesMethod',
+
+    'RigidBody',
+
+    'linear_momentum', 'angular_momentum', 'kinetic_energy', 'potential_energy',
+    'Lagrangian', 'mechanics_printing', 'mprint', 'msprint', 'mpprint',
+    'mlatex', 'msubs', 'find_dynamicsymbols',
+
+    'inertia', 'inertia_of_point_mass', 'Inertia',
+
+    'Force', 'Torque',
+
+    'Particle',
+
+    'LagrangesMethod',
+
+    'Linearizer',
+
+    'Body',
+
+    'SymbolicSystem', 'System',
+
+    'PinJoint', 'PrismaticJoint', 'CylindricalJoint', 'PlanarJoint',
+    'SphericalJoint', 'WeldJoint',
+
+    'JointsMethod',
+
+    'WrappingCylinder', 'WrappingGeometryBase', 'WrappingSphere',
+
+    'PathwayBase', 'LinearPathway', 'ObstacleSetPathway', 'WrappingPathway',
+
+    'ActuatorBase', 'ForceActuator', 'LinearDamper', 'LinearSpring',
+    'TorqueActuator', 'DuffingSpring', 'CoulombKineticFriction',
+]
+
+from sympy.physics import vector
+
+from sympy.physics.vector import (CoordinateSym, ReferenceFrame, Dyadic, Vector, Point,
+        cross, dot, express, time_derivative, outer, kinematic_equations,
+        get_motion_params, partial_velocity, dynamicsymbols, vprint,
+        vsstrrepr, vsprint, vpprint, vlatex, init_vprinting, curl, divergence,
+        gradient, is_conservative, is_solenoidal, scalar_potential,
+        scalar_potential_difference)
+
+from .kane import KanesMethod
+
+from .rigidbody import RigidBody
+
+from .functions import (linear_momentum, angular_momentum, kinetic_energy,
+                        potential_energy, Lagrangian, mechanics_printing,
+                        mprint, msprint, mpprint, mlatex, msubs,
+                        find_dynamicsymbols)
+
+from .inertia import inertia, inertia_of_point_mass, Inertia
+
+from .loads import Force, Torque
+
+from .particle import Particle
+
+from .lagrange import LagrangesMethod
+
+from .linearize import Linearizer
+
+from .body import Body
+
+from .system import SymbolicSystem, System
+
+from .jointsmethod import JointsMethod
+
+from .joint import (PinJoint, PrismaticJoint, CylindricalJoint, PlanarJoint,
+                    SphericalJoint, WeldJoint)
+
+from .wrapping_geometry import (WrappingCylinder, WrappingGeometryBase,
+                                WrappingSphere)
+
+from .pathway import (PathwayBase, LinearPathway, ObstacleSetPathway,
+                      WrappingPathway)
+
+from .actuator import (ActuatorBase, ForceActuator, LinearDamper, LinearSpring,
+                       TorqueActuator, DuffingSpring, CoulombKineticFriction)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/actuator.py

@@ -0,0 +1,1147 @@
+"""Implementations of actuators for linked force and torque application."""
+
+from abc import ABC, abstractmethod
+
+from sympy import S, sympify, exp, sign
+from sympy.physics.mechanics.joint import PinJoint
+from sympy.physics.mechanics.loads import Torque
+from sympy.physics.mechanics.pathway import PathwayBase
+from sympy.physics.mechanics.rigidbody import RigidBody
+from sympy.physics.vector import ReferenceFrame, Vector
+
+
+__all__ = [
+    'ActuatorBase',
+    'ForceActuator',
+    'LinearDamper',
+    'LinearSpring',
+    'TorqueActuator',
+    'DuffingSpring',
+    'CoulombKineticFriction',
+]
+
+
+class ActuatorBase(ABC):
+    """Abstract base class for all actuator classes to inherit from.
+
+    Notes
+    =====
+
+    Instances of this class cannot be directly instantiated by users. However,
+    it can be used to created custom actuator types through subclassing.
+
+    """
+
+    def __init__(self):
+        """Initializer for ``ActuatorBase``."""
+        pass
+
+    @abstractmethod
+    def to_loads(self):
+        """Loads required by the equations of motion method classes.
+
+        Explanation
+        ===========
+
+        ``KanesMethod`` requires a list of ``Point``-``Vector`` tuples to be
+        passed to the ``loads`` parameters of its ``kanes_equations`` method
+        when constructing the equations of motion. This method acts as a
+        utility to produce the correctly-structred pairs of points and vectors
+        required so that these can be easily concatenated with other items in
+        the list of loads and passed to ``KanesMethod.kanes_equations``. These
+        loads are also in the correct form to also be passed to the other
+        equations of motion method classes, e.g. ``LagrangesMethod``.
+
+        """
+        pass
+
+    def __repr__(self):
+        """Default representation of an actuator."""
+        return f'{self.__class__.__name__}()'
+
+
+class ForceActuator(ActuatorBase):
+    """Force-producing actuator.
+
+    Explanation
+    ===========
+
+    A ``ForceActuator`` is an actuator that produces a (expansile) force along
+    its length.
+
+    A force actuator uses a pathway instance to determine the direction and
+    number of forces that it applies to a system. Consider the simplest case
+    where a ``LinearPathway`` instance is used. This pathway is made up of two
+    points that can move relative to each other, and results in a pair of equal
+    and opposite forces acting on the endpoints. If the positive time-varying
+    Euclidean distance between the two points is defined, then the "extension
+    velocity" is the time derivative of this distance. The extension velocity
+    is positive when the two points are moving away from each other and
+    negative when moving closer to each other. The direction for the force
+    acting on either point is determined by constructing a unit vector directed
+    from the other point to this point. This establishes a sign convention such
+    that a positive force magnitude tends to push the points apart, this is the
+    meaning of "expansile" in this context. The following diagram shows the
+    positive force sense and the distance between the points::
+
+       P           Q
+       o<--- F --->o
+       |           |
+       |<--l(t)--->|
+
+    Examples
+    ========
+
+    To construct an actuator, an expression (or symbol) must be supplied to
+    represent the force it can produce, alongside a pathway specifying its line
+    of action. Let's also create a global reference frame and spatially fix one
+    of the points in it while setting the other to be positioned such that it
+    can freely move in the frame's x direction specified by the coordinate
+    ``q``.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import (ForceActuator, LinearPathway,
+    ...     Point, ReferenceFrame)
+    >>> from sympy.physics.vector import dynamicsymbols
+    >>> N = ReferenceFrame('N')
+    >>> q = dynamicsymbols('q')
+    >>> force = symbols('F')
+    >>> pA, pB = Point('pA'), Point('pB')
+    >>> pA.set_vel(N, 0)
+    >>> pB.set_pos(pA, q*N.x)
+    >>> pB.pos_from(pA)
+    q(t)*N.x
+    >>> linear_pathway = LinearPathway(pA, pB)
+    >>> actuator = ForceActuator(force, linear_pathway)
+    >>> actuator
+    ForceActuator(F, LinearPathway(pA, pB))
+
+    Parameters
+    ==========
+
+    force : Expr
+        The scalar expression defining the (expansile) force that the actuator
+        produces.
+    pathway : PathwayBase
+        The pathway that the actuator follows. This must be an instance of a
+        concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+
+    """
+
+    def __init__(self, force, pathway):
+        """Initializer for ``ForceActuator``.
+
+        Parameters
+        ==========
+
+        force : Expr
+            The scalar expression defining the (expansile) force that the
+            actuator produces.
+        pathway : PathwayBase
+            The pathway that the actuator follows. This must be an instance of
+            a concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+
+        """
+        self.force = force
+        self.pathway = pathway
+
+    @property
+    def force(self):
+        """The magnitude of the force produced by the actuator."""
+        return self._force
+
+    @force.setter
+    def force(self, force):
+        if hasattr(self, '_force'):
+            msg = (
+                f'Can\'t set attribute `force` to {repr(force)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        self._force = sympify(force, strict=True)
+
+    @property
+    def pathway(self):
+        """The ``Pathway`` defining the actuator's line of action."""
+        return self._pathway
+
+    @pathway.setter
+    def pathway(self, pathway):
+        if hasattr(self, '_pathway'):
+            msg = (
+                f'Can\'t set attribute `pathway` to {repr(pathway)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        if not isinstance(pathway, PathwayBase):
+            msg = (
+                f'Value {repr(pathway)} passed to `pathway` was of type '
+                f'{type(pathway)}, must be {PathwayBase}.'
+            )
+            raise TypeError(msg)
+        self._pathway = pathway
+
+    def to_loads(self):
+        """Loads required by the equations of motion method classes.
+
+        Explanation
+        ===========
+
+        ``KanesMethod`` requires a list of ``Point``-``Vector`` tuples to be
+        passed to the ``loads`` parameters of its ``kanes_equations`` method
+        when constructing the equations of motion. This method acts as a
+        utility to produce the correctly-structred pairs of points and vectors
+        required so that these can be easily concatenated with other items in
+        the list of loads and passed to ``KanesMethod.kanes_equations``. These
+        loads are also in the correct form to also be passed to the other
+        equations of motion method classes, e.g. ``LagrangesMethod``.
+
+        Examples
+        ========
+
+        The below example shows how to generate the loads produced by a force
+        actuator that follows a linear pathway. In this example we'll assume
+        that the force actuator is being used to model a simple linear spring.
+        First, create a linear pathway between two points separated by the
+        coordinate ``q`` in the ``x`` direction of the global frame ``N``.
+
+        >>> from sympy.physics.mechanics import (LinearPathway, Point,
+        ...     ReferenceFrame)
+        >>> from sympy.physics.vector import dynamicsymbols
+        >>> q = dynamicsymbols('q')
+        >>> N = ReferenceFrame('N')
+        >>> pA, pB = Point('pA'), Point('pB')
+        >>> pB.set_pos(pA, q*N.x)
+        >>> pathway = LinearPathway(pA, pB)
+
+        Now create a symbol ``k`` to describe the spring's stiffness and
+        instantiate a force actuator that produces a (contractile) force
+        proportional to both the spring's stiffness and the pathway's length.
+        Note that actuator classes use the sign convention that expansile
+        forces are positive, so for a spring to produce a contractile force the
+        spring force needs to be calculated as the negative for the stiffness
+        multiplied by the length.
+
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import ForceActuator
+        >>> stiffness = symbols('k')
+        >>> spring_force = -stiffness*pathway.length
+        >>> spring = ForceActuator(spring_force, pathway)
+
+        The forces produced by the spring can be generated in the list of loads
+        form that ``KanesMethod`` (and other equations of motion methods)
+        requires by calling the ``to_loads`` method.
+
+        >>> spring.to_loads()
+        [(pA, k*q(t)*N.x), (pB, - k*q(t)*N.x)]
+
+        A simple linear damper can be modeled in a similar way. Create another
+        symbol ``c`` to describe the dampers damping coefficient. This time
+        instantiate a force actuator that produces a force proportional to both
+        the damper's damping coefficient and the pathway's extension velocity.
+        Note that the damping force is negative as it acts in the opposite
+        direction to which the damper is changing in length.
+
+        >>> damping_coefficient = symbols('c')
+        >>> damping_force = -damping_coefficient*pathway.extension_velocity
+        >>> damper = ForceActuator(damping_force, pathway)
+
+        Again, the forces produces by the damper can be generated by calling
+        the ``to_loads`` method.
+
+        >>> damper.to_loads()
+        [(pA, c*Derivative(q(t), t)*N.x), (pB, - c*Derivative(q(t), t)*N.x)]
+
+        """
+        return self.pathway.to_loads(self.force)
+
+    def __repr__(self):
+        """Representation of a ``ForceActuator``."""
+        return f'{self.__class__.__name__}({self.force}, {self.pathway})'
+
+
+class LinearSpring(ForceActuator):
+    """A spring with its spring force as a linear function of its length.
+
+    Explanation
+    ===========
+
+    Note that the "linear" in the name ``LinearSpring`` refers to the fact that
+    the spring force is a linear function of the springs length. I.e. for a
+    linear spring with stiffness ``k``, distance between its ends of ``x``, and
+    an equilibrium length of ``0``, the spring force will be ``-k*x``, which is
+    a linear function in ``x``. To create a spring that follows a linear, or
+    straight, pathway between its two ends, a ``LinearPathway`` instance needs
+    to be passed to the ``pathway`` parameter.
+
+    A ``LinearSpring`` is a subclass of ``ForceActuator`` and so follows the
+    same sign conventions for length, extension velocity, and the direction of
+    the forces it applies to its points of attachment on bodies. The sign
+    convention for the direction of forces is such that, for the case where a
+    linear spring is instantiated with a ``LinearPathway`` instance as its
+    pathway, they act to push the two ends of the spring away from one another.
+    Because springs produces a contractile force and acts to pull the two ends
+    together towards the equilibrium length when stretched, the scalar portion
+    of the forces on the endpoint are negative in order to flip the sign of the
+    forces on the endpoints when converted into vector quantities. The
+    following diagram shows the positive force sense and the distance between
+    the points::
+
+       P           Q
+       o<--- F --->o
+       |           |
+       |<--l(t)--->|
+
+    Examples
+    ========
+
+    To construct a linear spring, an expression (or symbol) must be supplied to
+    represent the stiffness (spring constant) of the spring, alongside a
+    pathway specifying its line of action. Let's also create a global reference
+    frame and spatially fix one of the points in it while setting the other to
+    be positioned such that it can freely move in the frame's x direction
+    specified by the coordinate ``q``.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import (LinearPathway, LinearSpring,
+    ...     Point, ReferenceFrame)
+    >>> from sympy.physics.vector import dynamicsymbols
+    >>> N = ReferenceFrame('N')
+    >>> q = dynamicsymbols('q')
+    >>> stiffness = symbols('k')
+    >>> pA, pB = Point('pA'), Point('pB')
+    >>> pA.set_vel(N, 0)
+    >>> pB.set_pos(pA, q*N.x)
+    >>> pB.pos_from(pA)
+    q(t)*N.x
+    >>> linear_pathway = LinearPathway(pA, pB)
+    >>> spring = LinearSpring(stiffness, linear_pathway)
+    >>> spring
+    LinearSpring(k, LinearPathway(pA, pB))
+
+    This spring will produce a force that is proportional to both its stiffness
+    and the pathway's length. Note that this force is negative as SymPy's sign
+    convention for actuators is that negative forces are contractile.
+
+    >>> spring.force
+    -k*sqrt(q(t)**2)
+
+    To create a linear spring with a non-zero equilibrium length, an expression
+    (or symbol) can be passed to the ``equilibrium_length`` parameter on
+    construction on a ``LinearSpring`` instance. Let's create a symbol ``l``
+    to denote a non-zero equilibrium length and create another linear spring.
+
+    >>> l = symbols('l')
+    >>> spring = LinearSpring(stiffness, linear_pathway, equilibrium_length=l)
+    >>> spring
+    LinearSpring(k, LinearPathway(pA, pB), equilibrium_length=l)
+
+    The spring force of this new spring is again proportional to both its
+    stiffness and the pathway's length. However, the spring will not produce
+    any force when ``q(t)`` equals ``l``. Note that the force will become
+    expansile when ``q(t)`` is less than ``l``, as expected.
+
+    >>> spring.force
+    -k*(-l + sqrt(q(t)**2))
+
+    Parameters
+    ==========
+
+    stiffness : Expr
+        The spring constant.
+    pathway : PathwayBase
+        The pathway that the actuator follows. This must be an instance of a
+        concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+    equilibrium_length : Expr, optional
+        The length at which the spring is in equilibrium, i.e. it produces no
+        force. The default value is 0, i.e. the spring force is a linear
+        function of the pathway's length with no constant offset.
+
+    See Also
+    ========
+
+    ForceActuator: force-producing actuator (superclass of ``LinearSpring``).
+    LinearPathway: straight-line pathway between a pair of points.
+
+    """
+
+    def __init__(self, stiffness, pathway, equilibrium_length=S.Zero):
+        """Initializer for ``LinearSpring``.
+
+        Parameters
+        ==========
+
+        stiffness : Expr
+            The spring constant.
+        pathway : PathwayBase
+            The pathway that the actuator follows. This must be an instance of
+            a concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+        equilibrium_length : Expr, optional
+            The length at which the spring is in equilibrium, i.e. it produces
+            no force. The default value is 0, i.e. the spring force is a linear
+            function of the pathway's length with no constant offset.
+
+        """
+        self.stiffness = stiffness
+        self.pathway = pathway
+        self.equilibrium_length = equilibrium_length
+
+    @property
+    def force(self):
+        """The spring force produced by the linear spring."""
+        return -self.stiffness*(self.pathway.length - self.equilibrium_length)
+
+    @force.setter
+    def force(self, force):
+        raise AttributeError('Can\'t set computed attribute `force`.')
+
+    @property
+    def stiffness(self):
+        """The spring constant for the linear spring."""
+        return self._stiffness
+
+    @stiffness.setter
+    def stiffness(self, stiffness):
+        if hasattr(self, '_stiffness'):
+            msg = (
+                f'Can\'t set attribute `stiffness` to {repr(stiffness)} as it '
+                f'is immutable.'
+            )
+            raise AttributeError(msg)
+        self._stiffness = sympify(stiffness, strict=True)
+
+    @property
+    def equilibrium_length(self):
+        """The length of the spring at which it produces no force."""
+        return self._equilibrium_length
+
+    @equilibrium_length.setter
+    def equilibrium_length(self, equilibrium_length):
+        if hasattr(self, '_equilibrium_length'):
+            msg = (
+                f'Can\'t set attribute `equilibrium_length` to '
+                f'{repr(equilibrium_length)} as it is immutable.'
+            )
+            raise AttributeError(msg)
+        self._equilibrium_length = sympify(equilibrium_length, strict=True)
+
+    def __repr__(self):
+        """Representation of a ``LinearSpring``."""
+        string = f'{self.__class__.__name__}({self.stiffness}, {self.pathway}'
+        if self.equilibrium_length == S.Zero:
+            string += ')'
+        else:
+            string += f', equilibrium_length={self.equilibrium_length})'
+        return string
+
+
+class LinearDamper(ForceActuator):
+    """A damper whose force is a linear function of its extension velocity.
+
+    Explanation
+    ===========
+
+    Note that the "linear" in the name ``LinearDamper`` refers to the fact that
+    the damping force is a linear function of the damper's rate of change in
+    its length. I.e. for a linear damper with damping ``c`` and extension
+    velocity ``v``, the damping force will be ``-c*v``, which is a linear
+    function in ``v``. To create a damper that follows a linear, or straight,
+    pathway between its two ends, a ``LinearPathway`` instance needs to be
+    passed to the ``pathway`` parameter.
+
+    A ``LinearDamper`` is a subclass of ``ForceActuator`` and so follows the
+    same sign conventions for length, extension velocity, and the direction of
+    the forces it applies to its points of attachment on bodies. The sign
+    convention for the direction of forces is such that, for the case where a
+    linear damper is instantiated with a ``LinearPathway`` instance as its
+    pathway, they act to push the two ends of the damper away from one another.
+    Because dampers produce a force that opposes the direction of change in
+    length, when extension velocity is positive the scalar portions of the
+    forces applied at the two endpoints are negative in order to flip the sign
+    of the forces on the endpoints wen converted into vector quantities. When
+    extension velocity is negative (i.e. when the damper is shortening), the
+    scalar portions of the fofces applied are also negative so that the signs
+    cancel producing forces on the endpoints that are in the same direction as
+    the positive sign convention for the forces at the endpoints of the pathway
+    (i.e. they act to push the endpoints away from one another). The following
+    diagram shows the positive force sense and the distance between the
+    points::
+
+       P           Q
+       o<--- F --->o
+       |           |
+       |<--l(t)--->|
+
+    Examples
+    ========
+
+    To construct a linear damper, an expression (or symbol) must be supplied to
+    represent the damping coefficient of the damper (we'll use the symbol
+    ``c``), alongside a pathway specifying its line of action. Let's also
+    create a global reference frame and spatially fix one of the points in it
+    while setting the other to be positioned such that it can freely move in
+    the frame's x direction specified by the coordinate ``q``. The velocity
+    that the two points move away from one another can be specified by the
+    coordinate ``u`` where ``u`` is the first time derivative of ``q``
+    (i.e., ``u = Derivative(q(t), t)``).
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import (LinearDamper, LinearPathway,
+    ...     Point, ReferenceFrame)
+    >>> from sympy.physics.vector import dynamicsymbols
+    >>> N = ReferenceFrame('N')
+    >>> q = dynamicsymbols('q')
+    >>> damping = symbols('c')
+    >>> pA, pB = Point('pA'), Point('pB')
+    >>> pA.set_vel(N, 0)
+    >>> pB.set_pos(pA, q*N.x)
+    >>> pB.pos_from(pA)
+    q(t)*N.x
+    >>> pB.vel(N)
+    Derivative(q(t), t)*N.x
+    >>> linear_pathway = LinearPathway(pA, pB)
+    >>> damper = LinearDamper(damping, linear_pathway)
+    >>> damper
+    LinearDamper(c, LinearPathway(pA, pB))
+
+    This damper will produce a force that is proportional to both its damping
+    coefficient and the pathway's extension length. Note that this force is
+    negative as SymPy's sign convention for actuators is that negative forces
+    are contractile and the damping force of the damper will oppose the
+    direction of length change.
+
+    >>> damper.force
+    -c*sqrt(q(t)**2)*Derivative(q(t), t)/q(t)
+
+    Parameters
+    ==========
+
+    damping : Expr
+        The damping constant.
+    pathway : PathwayBase
+        The pathway that the actuator follows. This must be an instance of a
+        concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+
+    See Also
+    ========
+
+    ForceActuator: force-producing actuator (superclass of ``LinearDamper``).
+    LinearPathway: straight-line pathway between a pair of points.
+
+    """
+
+    def __init__(self, damping, pathway):
+        """Initializer for ``LinearDamper``.
+
+        Parameters
+        ==========
+
+        damping : Expr
+            The damping constant.
+        pathway : PathwayBase
+            The pathway that the actuator follows. This must be an instance of
+            a concrete subclass of ``PathwayBase``, e.g. ``LinearPathway``.
+
+        """
+        self.damping = damping
+        self.pathway = pathway
+
+    @property
+    def force(self):
+        """The damping force produced by the linear damper."""
+        return -self.damping*self.pathway.extension_velocity
+
+    @force.setter
+    def force(self, force):
+        raise AttributeError('Can\'t set computed attribute `force`.')
+
+    @property
+    def damping(self):
+        """The damping constant for the linear damper."""
+        return self._damping
+
+    @damping.setter
+    def damping(self, damping):
+        if hasattr(self, '_damping'):
+            msg = (
+                f'Can\'t set attribute `damping` to {repr(damping)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        self._damping = sympify(damping, strict=True)
+
+    def __repr__(self):
+        """Representation of a ``LinearDamper``."""
+        return f'{self.__class__.__name__}({self.damping}, {self.pathway})'
+
+
+class TorqueActuator(ActuatorBase):
+    """Torque-producing actuator.
+
+    Explanation
+    ===========
+
+    A ``TorqueActuator`` is an actuator that produces a pair of equal and
+    opposite torques on a pair of bodies.
+
+    Examples
+    ========
+
+    To construct a torque actuator, an expression (or symbol) must be supplied
+    to represent the torque it can produce, alongside a vector specifying the
+    axis about which the torque will act, and a pair of frames on which the
+    torque will act.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import (ReferenceFrame, RigidBody,
+    ...     TorqueActuator)
+    >>> N = ReferenceFrame('N')
+    >>> A = ReferenceFrame('A')
+    >>> torque = symbols('T')
+    >>> axis = N.z
+    >>> parent = RigidBody('parent', frame=N)
+    >>> child = RigidBody('child', frame=A)
+    >>> bodies = (child, parent)
+    >>> actuator = TorqueActuator(torque, axis, *bodies)
+    >>> actuator
+    TorqueActuator(T, axis=N.z, target_frame=A, reaction_frame=N)
+
+    Note that because torques actually act on frames, not bodies,
+    ``TorqueActuator`` will extract the frame associated with a ``RigidBody``
+    when one is passed instead of a ``ReferenceFrame``.
+
+    Parameters
+    ==========
+
+    torque : Expr
+        The scalar expression defining the torque that the actuator produces.
+    axis : Vector
+        The axis about which the actuator applies torques.
+    target_frame : ReferenceFrame | RigidBody
+        The primary frame on which the actuator will apply the torque.
+    reaction_frame : ReferenceFrame | RigidBody | None
+        The secondary frame on which the actuator will apply the torque. Note
+        that the (equal and opposite) reaction torque is applied to this frame.
+
+    """
+
+    def __init__(self, torque, axis, target_frame, reaction_frame=None):
+        """Initializer for ``TorqueActuator``.
+
+        Parameters
+        ==========
+
+        torque : Expr
+            The scalar expression defining the torque that the actuator
+            produces.
+        axis : Vector
+            The axis about which the actuator applies torques.
+        target_frame : ReferenceFrame | RigidBody
+            The primary frame on which the actuator will apply the torque.
+        reaction_frame : ReferenceFrame | RigidBody | None
+           The secondary frame on which the actuator will apply the torque.
+           Note that the (equal and opposite) reaction torque is applied to
+           this frame.
+
+        """
+        self.torque = torque
+        self.axis = axis
+        self.target_frame = target_frame
+        self.reaction_frame = reaction_frame
+
+    @classmethod
+    def at_pin_joint(cls, torque, pin_joint):
+        """Alternate constructor to instantiate from a ``PinJoint`` instance.
+
+        Examples
+        ========
+
+        To create a pin joint the ``PinJoint`` class requires a name, parent
+        body, and child body to be passed to its constructor. It is also
+        possible to control the joint axis using the ``joint_axis`` keyword
+        argument. In this example let's use the parent body's reference frame's
+        z-axis as the joint axis.
+
+        >>> from sympy.physics.mechanics import (PinJoint, ReferenceFrame,
+        ...     RigidBody, TorqueActuator)
+        >>> N = ReferenceFrame('N')
+        >>> A = ReferenceFrame('A')
+        >>> parent = RigidBody('parent', frame=N)
+        >>> child = RigidBody('child', frame=A)
+        >>> pin_joint = PinJoint(
+        ...     'pin',
+        ...     parent,
+        ...     child,
+        ...     joint_axis=N.z,
+        ... )
+
+        Let's also create a symbol ``T`` that will represent the torque applied
+        by the torque actuator.
+
+        >>> from sympy import symbols
+        >>> torque = symbols('T')
+
+        To create the torque actuator from the ``torque`` and ``pin_joint``
+        variables previously instantiated, these can be passed to the alternate
+        constructor class method ``at_pin_joint`` of the ``TorqueActuator``
+        class. It should be noted that a positive torque will cause a positive
+        displacement of the joint coordinate or that the torque is applied on
+        the child body with a reaction torque on the parent.
+
+        >>> actuator = TorqueActuator.at_pin_joint(torque, pin_joint)
+        >>> actuator
+        TorqueActuator(T, axis=N.z, target_frame=A, reaction_frame=N)
+
+        Parameters
+        ==========
+
+        torque : Expr
+            The scalar expression defining the torque that the actuator
+            produces.
+        pin_joint : PinJoint
+            The pin joint, and by association the parent and child bodies, on
+            which the torque actuator will act. The pair of bodies acted upon
+            by the torque actuator are the parent and child bodies of the pin
+            joint, with the child acting as the reaction body. The pin joint's
+            axis is used as the axis about which the torque actuator will apply
+            its torque.
+
+        """
+        if not isinstance(pin_joint, PinJoint):
+            msg = (
+                f'Value {repr(pin_joint)} passed to `pin_joint` was of type '
+                f'{type(pin_joint)}, must be {PinJoint}.'
+            )
+            raise TypeError(msg)
+        return cls(
+            torque,
+            pin_joint.joint_axis,
+            pin_joint.child_interframe,
+            pin_joint.parent_interframe,
+        )
+
+    @property
+    def torque(self):
+        """The magnitude of the torque produced by the actuator."""
+        return self._torque
+
+    @torque.setter
+    def torque(self, torque):
+        if hasattr(self, '_torque'):
+            msg = (
+                f'Can\'t set attribute `torque` to {repr(torque)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        self._torque = sympify(torque, strict=True)
+
+    @property
+    def axis(self):
+        """The axis about which the torque acts."""
+        return self._axis
+
+    @axis.setter
+    def axis(self, axis):
+        if hasattr(self, '_axis'):
+            msg = (
+                f'Can\'t set attribute `axis` to {repr(axis)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        if not isinstance(axis, Vector):
+            msg = (
+                f'Value {repr(axis)} passed to `axis` was of type '
+                f'{type(axis)}, must be {Vector}.'
+            )
+            raise TypeError(msg)
+        self._axis = axis
+
+    @property
+    def target_frame(self):
+        """The primary reference frames on which the torque will act."""
+        return self._target_frame
+
+    @target_frame.setter
+    def target_frame(self, target_frame):
+        if hasattr(self, '_target_frame'):
+            msg = (
+                f'Can\'t set attribute `target_frame` to {repr(target_frame)} '
+                f'as it is immutable.'
+            )
+            raise AttributeError(msg)
+        if isinstance(target_frame, RigidBody):
+            target_frame = target_frame.frame
+        elif not isinstance(target_frame, ReferenceFrame):
+            msg = (
+                f'Value {repr(target_frame)} passed to `target_frame` was of '
+                f'type {type(target_frame)}, must be {ReferenceFrame}.'
+            )
+            raise TypeError(msg)
+        self._target_frame = target_frame
+
+    @property
+    def reaction_frame(self):
+        """The primary reference frames on which the torque will act."""
+        return self._reaction_frame
+
+    @reaction_frame.setter
+    def reaction_frame(self, reaction_frame):
+        if hasattr(self, '_reaction_frame'):
+            msg = (
+                f'Can\'t set attribute `reaction_frame` to '
+                f'{repr(reaction_frame)} as it is immutable.'
+            )
+            raise AttributeError(msg)
+        if isinstance(reaction_frame, RigidBody):
+            reaction_frame = reaction_frame.frame
+        elif (
+            not isinstance(reaction_frame, ReferenceFrame)
+            and reaction_frame is not None
+        ):
+            msg = (
+                f'Value {repr(reaction_frame)} passed to `reaction_frame` was '
+                f'of type {type(reaction_frame)}, must be {ReferenceFrame}.'
+            )
+            raise TypeError(msg)
+        self._reaction_frame = reaction_frame
+
+    def to_loads(self):
+        """Loads required by the equations of motion method classes.
+
+        Explanation
+        ===========
+
+        ``KanesMethod`` requires a list of ``Point``-``Vector`` tuples to be
+        passed to the ``loads`` parameters of its ``kanes_equations`` method
+        when constructing the equations of motion. This method acts as a
+        utility to produce the correctly-structred pairs of points and vectors
+        required so that these can be easily concatenated with other items in
+        the list of loads and passed to ``KanesMethod.kanes_equations``. These
+        loads are also in the correct form to also be passed to the other
+        equations of motion method classes, e.g. ``LagrangesMethod``.
+
+        Examples
+        ========
+
+        The below example shows how to generate the loads produced by a torque
+        actuator that acts on a pair of bodies attached by a pin joint.
+
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import (PinJoint, ReferenceFrame,
+        ...     RigidBody, TorqueActuator)
+        >>> torque = symbols('T')
+        >>> N = ReferenceFrame('N')
+        >>> A = ReferenceFrame('A')
+        >>> parent = RigidBody('parent', frame=N)
+        >>> child = RigidBody('child', frame=A)
+        >>> pin_joint = PinJoint(
+        ...     'pin',
+        ...     parent,
+        ...     child,
+        ...     joint_axis=N.z,
+        ... )
+        >>> actuator = TorqueActuator.at_pin_joint(torque, pin_joint)
+
+        The forces produces by the damper can be generated by calling the
+        ``to_loads`` method.
+
+        >>> actuator.to_loads()
+        [(A, T*N.z), (N, - T*N.z)]
+
+        Alternatively, if a torque actuator is created without a reaction frame
+        then the loads returned by the ``to_loads`` method will contain just
+        the single load acting on the target frame.
+
+        >>> actuator = TorqueActuator(torque, N.z, N)
+        >>> actuator.to_loads()
+        [(N, T*N.z)]
+
+        """
+        loads = [
+            Torque(self.target_frame, self.torque*self.axis),
+        ]
+        if self.reaction_frame is not None:
+            loads.append(Torque(self.reaction_frame, -self.torque*self.axis))
+        return loads
+
+    def __repr__(self):
+        """Representation of a ``TorqueActuator``."""
+        string = (
+            f'{self.__class__.__name__}({self.torque}, axis={self.axis}, '
+            f'target_frame={self.target_frame}'
+        )
+        if self.reaction_frame is not None:
+            string += f', reaction_frame={self.reaction_frame})'
+        else:
+            string += ')'
+        return string
+
+
+class DuffingSpring(ForceActuator):
+    """A nonlinear spring based on the Duffing equation.
+
+    Explanation
+    ===========
+
+    Here, ``DuffingSpring`` represents the force exerted by a nonlinear spring based on the Duffing equation:
+    F = -beta*x-alpha*x**3, where x is the displacement from the equilibrium position, beta is the linear spring constant,
+    and alpha is the coefficient for the nonlinear cubic term.
+
+    Parameters
+    ==========
+
+    linear_stiffness : Expr
+        The linear stiffness coefficient (beta).
+    nonlinear_stiffness : Expr
+        The nonlinear stiffness coefficient (alpha).
+    pathway : PathwayBase
+        The pathway that the actuator follows.
+    equilibrium_length : Expr, optional
+        The length at which the spring is in equilibrium (x).
+    """
+
+    def __init__(self, linear_stiffness, nonlinear_stiffness, pathway, equilibrium_length=S.Zero):
+        self.linear_stiffness = sympify(linear_stiffness, strict=True)
+        self.nonlinear_stiffness = sympify(nonlinear_stiffness, strict=True)
+        self.equilibrium_length = sympify(equilibrium_length, strict=True)
+
+        if not isinstance(pathway, PathwayBase):
+            raise TypeError("pathway must be an instance of PathwayBase.")
+        self._pathway = pathway
+
+    @property
+    def linear_stiffness(self):
+        return self._linear_stiffness
+
+    @linear_stiffness.setter
+    def linear_stiffness(self, linear_stiffness):
+        if hasattr(self, '_linear_stiffness'):
+            msg = (
+                f'Can\'t set attribute `linear_stiffness` to '
+                f'{repr(linear_stiffness)} as it is immutable.'
+            )
+            raise AttributeError(msg)
+        self._linear_stiffness = sympify(linear_stiffness, strict=True)
+
+    @property
+    def nonlinear_stiffness(self):
+        return self._nonlinear_stiffness
+
+    @nonlinear_stiffness.setter
+    def nonlinear_stiffness(self, nonlinear_stiffness):
+        if hasattr(self, '_nonlinear_stiffness'):
+            msg = (
+                f'Can\'t set attribute `nonlinear_stiffness` to '
+                f'{repr(nonlinear_stiffness)} as it is immutable.'
+            )
+            raise AttributeError(msg)
+        self._nonlinear_stiffness = sympify(nonlinear_stiffness, strict=True)
+
+    @property
+    def pathway(self):
+        return self._pathway
+
+    @pathway.setter
+    def pathway(self, pathway):
+        if hasattr(self, '_pathway'):
+            msg = (
+                f'Can\'t set attribute `pathway` to {repr(pathway)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        if not isinstance(pathway, PathwayBase):
+            msg = (
+                f'Value {repr(pathway)} passed to `pathway` was of type '
+                f'{type(pathway)}, must be {PathwayBase}.'
+            )
+            raise TypeError(msg)
+        self._pathway = pathway
+
+    @property
+    def equilibrium_length(self):
+        return self._equilibrium_length
+
+    @equilibrium_length.setter
+    def equilibrium_length(self, equilibrium_length):
+        if hasattr(self, '_equilibrium_length'):
+            msg = (
+                f'Can\'t set attribute `equilibrium_length` to '
+                f'{repr(equilibrium_length)} as it is immutable.'
+            )
+            raise AttributeError(msg)
+        self._equilibrium_length = sympify(equilibrium_length, strict=True)
+
+    @property
+    def force(self):
+        """The force produced by the Duffing spring."""
+        displacement = self.pathway.length - self.equilibrium_length
+        return -self.linear_stiffness * displacement - self.nonlinear_stiffness * displacement**3
+
+    @force.setter
+    def force(self, force):
+        if hasattr(self, '_force'):
+            msg = (
+                f'Can\'t set attribute `force` to {repr(force)} as it is '
+                f'immutable.'
+            )
+            raise AttributeError(msg)
+        self._force = sympify(force, strict=True)
+
+    def __repr__(self):
+        return (f"{self.__class__.__name__}("
+                f"{self.linear_stiffness}, {self.nonlinear_stiffness}, {self.pathway}, "
+                f"equilibrium_length={self.equilibrium_length})")
+
+class CoulombKineticFriction(ForceActuator):
+    r"""Coulomb kinetic friction with Stribeck and viscous effects.
+
+    Explanation
+    ===========
+
+    This represents a Coulomb kinetic friction with the Stribeck and viscous effect,
+    described by the function:
+
+    .. math::
+        F = (\mu_k f_n + (\mu_s - \mu_k) f_n e^{-(\frac{v}{v_s})^2}) \text{sign}(v) + \sigma  v
+
+    where :math:`\mu_k` is the coefficient of kinetic friction, :math:`\mu_s` is the
+    coefficient of static friction, :math:`f_n` is the normal force, :math:`v` is the
+    relative velocity, :math:`v_s` is the Stribeck friction coefficient, and
+    :math:`\sigma` is the viscous friction constant.
+
+    The default friction force is :math:`F = \mu_k f_n`.
+    When specified, the actuator includes:
+
+    - Stribeck effect: :math:`(\mu_s - \mu_k) f_n e^{-(\frac{v}{v_s})^2}`
+    - Viscous effect: :math:`\sigma v`
+
+    Notes
+    =====
+
+    The actuator makes the following assumptions:
+
+    - The actuator assumes relative motion is non-zero.
+    - The normal force is assumed to be a non-negative scalar.
+    - The resultant friction force is opposite to the velocity direction.
+    - Each point in the pathway is fixed within separate objects that are sliding relative to each other. In other words, these two points are fixed in the mutually sliding objects.
+
+    This actuator has been tested for straightforward motions, like a block sliding
+    on a surface.
+
+    The friction force is defined to always oppose the direction of relative velocity :math:`v`.
+    Specifically:
+
+    - The default Coulomb friction force :math:`\mu_k f_n \text{sign}(v)` is opposite to :math:`v`.
+    - The Stribeck effect :math:`(\mu_s - \mu_k) f_n e^{-(\frac{v}{v_s})^2} \text{sign}(v)` is also opposite to :math:`v`.
+    - The viscous friction term :math:`\sigma v` is opposite to :math:`v`.
+
+    Examples
+    ========
+
+    The below example shows how to generate the loads produced by a Coulomb kinetic
+    friction actuator in a mass-spring system with friction.
+
+    >>> import sympy as sm
+    >>> from sympy.physics.mechanics import (dynamicsymbols, ReferenceFrame, Point,
+    ...     LinearPathway, CoulombKineticFriction, LinearSpring, KanesMethod, Particle)
+
+    >>> x, v = dynamicsymbols('x, v', real=True)
+    >>> m, g, k, mu_k, mu_s, v_s, sigma = sm.symbols('m, g, k, mu_k, mu_s, v_s, sigma')
+
+    >>> N = ReferenceFrame('N')
+    >>> O, P = Point('O'), Point('P')
+    >>> O.set_vel(N, 0)
+    >>> P.set_pos(O, x*N.x)
+
+    >>> pathway = LinearPathway(O, P)
+    >>> friction = CoulombKineticFriction(mu_k, m*g, pathway, v_s=v_s, sigma=sigma, mu_s=mu_k)
+    >>> spring = LinearSpring(k, pathway)
+    >>> block = Particle('block', point=P, mass=m)
+
+    >>> kane = KanesMethod(N, (x,), (v,), kd_eqs=(x.diff() - v,))
+    >>> friction.to_loads()
+        [(O, (g*m*mu_k*sign(sign(x(t))*Derivative(x(t), t)) + sigma*sign(x(t))*Derivative(x(t), t))*x(t)/Abs(x(t))*N.x), (P, (-g*m*mu_k*sign(sign(x(t))*Derivative(x(t), t)) - sigma*sign(x(t))*Derivative(x(t), t))*x(t)/Abs(x(t))*N.x)]
+    >>> loads = friction.to_loads() + spring.to_loads()
+    >>> fr, frstar = kane.kanes_equations([block], loads)
+    >>> eom = fr + frstar
+    >>> eom
+        Matrix([[-k*x(t) - m*Derivative(v(t), t) + (-g*m*mu_k*sign(v(t)*sign(x(t))) - sigma*v(t)*sign(x(t)))*x(t)/Abs(x(t))]])
+
+    Parameters
+    ==========
+
+    f_n : sympifiable
+        The normal force between the surfaces. It should always be a non-negative scalar.
+    mu_k : sympifiable
+        The coefficient of kinetic friction.
+    pathway : PathwayBase
+        The pathway that the actuator follows.
+    v_s : sympifiable, optional
+        The Stribeck friction coefficient.
+    sigma : sympifiable, optional
+        The viscous friction coefficient.
+    mu_s : sympifiable, optional
+        The coefficient of static friction. Defaults to mu_k, meaning the Stribeck effect evaluates to 0 by default.
+
+    References
+    ==========
+
+    .. [Moore2022] https://moorepants.github.io/learn-multibody-dynamics/loads.html#friction.
+    .. [Flores2023] Paulo Flores, Jorge Ambrosio, Hamid M. Lankarani,
+            "Contact-impact events with friction in multibody dynamics: Back to basics",
+            Mechanism and Machine Theory, vol. 184, 2023. https://doi.org/10.1016/j.mechmachtheory.2023.105305.
+    .. [Rogner2017] I. Rogner, "Friction modelling for robotic applications with planar motion",
+            Chalmers University of Technology, Department of Electrical Engineering, 2017.
+
+    """
+
+    def __init__(self, mu_k, f_n, pathway, *, v_s=None, sigma=None, mu_s=None):
+        self._mu_k = sympify(mu_k, strict=True) if mu_k is not None else 1
+        self._mu_s = sympify(mu_s, strict=True) if mu_s is not None else self._mu_k
+        self._f_n = sympify(f_n, strict=True)
+        self._sigma = sympify(sigma, strict=True) if sigma is not None else 0
+        self._v_s = sympify(v_s, strict=True) if v_s is not None or v_s == 0 else 0.01
+        self.pathway = pathway
+
+    @property
+    def mu_k(self):
+        """The coefficient of kinetic friction."""
+        return self._mu_k
+
+    @property
+    def mu_s(self):
+        """The coefficient of static friction."""
+        return self._mu_s
+
+    @property
+    def f_n(self):
+        """The normal force between the surfaces."""
+        return self._f_n
+
+    @property
+    def sigma(self):
+        """The viscous friction coefficient."""
+        return self._sigma
+
+    @property
+    def v_s(self):
+        """The Stribeck friction coefficient."""
+        return self._v_s
+
+    @property
+    def force(self):
+        v = self.pathway.extension_velocity
+        f_c = self.mu_k * self.f_n
+        f_max = self.mu_s * self.f_n
+        stribeck_term = (f_max - f_c) * exp(-(v / self.v_s)**2) if self.v_s is not None else 0
+        viscous_term = self.sigma * v if self.sigma is not None else 0
+        return (f_c + stribeck_term) * -sign(v) - viscous_term
+
+    @force.setter
+    def force(self, force):
+        raise AttributeError('Can\'t set computed attribute `force`.')
+
+    def __repr__(self):
+        return (f'{self.__class__.__name__}({self._mu_k}, {self._mu_s} '
+                f'{self._f_n}, {self.pathway}, {self._v_s}, '
+                f'{self._sigma})')

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/body.py

@@ -0,0 +1,710 @@
+from sympy import Symbol
+from sympy.physics.vector import Point, Vector, ReferenceFrame, Dyadic
+from sympy.physics.mechanics import RigidBody, Particle, Inertia
+from sympy.physics.mechanics.body_base import BodyBase
+from sympy.utilities.exceptions import sympy_deprecation_warning
+
+__all__ = ['Body']
+
+
+# XXX: We use type:ignore because the classes RigidBody and Particle have
+# inconsistent parallel axis methods that take different numbers of arguments.
+class Body(RigidBody, Particle):  # type: ignore
+    """
+    Body is a common representation of either a RigidBody or a Particle SymPy
+    object depending on what is passed in during initialization. If a mass is
+    passed in and central_inertia is left as None, the Particle object is
+    created. Otherwise a RigidBody object will be created.
+
+    .. deprecated:: 1.13
+        The Body class is deprecated. Its functionality is captured by
+        :class:`~.RigidBody` and :class:`~.Particle`.
+
+    Explanation
+    ===========
+
+    The attributes that Body possesses will be the same as a Particle instance
+    or a Rigid Body instance depending on which was created. Additional
+    attributes are listed below.
+
+    Attributes
+    ==========
+
+    name : string
+        The body's name
+    masscenter : Point
+        The point which represents the center of mass of the rigid body
+    frame : ReferenceFrame
+        The reference frame which the body is fixed in
+    mass : Sympifyable
+        The body's mass
+    inertia : (Dyadic, Point)
+        The body's inertia around its center of mass. This attribute is specific
+        to the rigid body form of Body and is left undefined for the Particle
+        form
+    loads : iterable
+        This list contains information on the different loads acting on the
+        Body. Forces are listed as a (point, vector) tuple and torques are
+        listed as (reference frame, vector) tuples.
+
+    Parameters
+    ==========
+
+    name : String
+        Defines the name of the body. It is used as the base for defining
+        body specific properties.
+    masscenter : Point, optional
+        A point that represents the center of mass of the body or particle.
+        If no point is given, a point is generated.
+    mass : Sympifyable, optional
+        A Sympifyable object which represents the mass of the body. If no
+        mass is passed, one is generated.
+    frame : ReferenceFrame, optional
+        The ReferenceFrame that represents the reference frame of the body.
+        If no frame is given, a frame is generated.
+    central_inertia : Dyadic, optional
+        Central inertia dyadic of the body. If none is passed while creating
+        RigidBody, a default inertia is generated.
+
+    Examples
+    ========
+
+    As Body has been deprecated, the following examples are for illustrative
+    purposes only. The functionality of Body is fully captured by
+    :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+    warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+
+    Default behaviour. This results in the creation of a RigidBody object for
+    which the mass, mass center, frame and inertia attributes are given default
+    values. ::
+
+        >>> from sympy.physics.mechanics import Body
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     body = Body('name_of_body')
+
+    This next example demonstrates the code required to specify all of the
+    values of the Body object. Note this will also create a RigidBody version of
+    the Body object. ::
+
+        >>> from sympy import Symbol
+        >>> from sympy.physics.mechanics import ReferenceFrame, Point, inertia
+        >>> from sympy.physics.mechanics import Body
+        >>> mass = Symbol('mass')
+        >>> masscenter = Point('masscenter')
+        >>> frame = ReferenceFrame('frame')
+        >>> ixx = Symbol('ixx')
+        >>> body_inertia = inertia(frame, ixx, 0, 0)
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     body = Body('name_of_body', masscenter, mass, frame, body_inertia)
+
+    The minimal code required to create a Particle version of the Body object
+    involves simply passing in a name and a mass. ::
+
+        >>> from sympy import Symbol
+        >>> from sympy.physics.mechanics import Body
+        >>> mass = Symbol('mass')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     body = Body('name_of_body', mass=mass)
+
+    The Particle version of the Body object can also receive a masscenter point
+    and a reference frame, just not an inertia.
+    """
+
+    def __init__(self, name, masscenter=None, mass=None, frame=None,
+                 central_inertia=None):
+        sympy_deprecation_warning(
+            """
+            Support for the Body class has been removed, as its functionality is
+            fully captured by RigidBody and Particle.
+            """,
+            deprecated_since_version="1.13",
+            active_deprecations_target="deprecated-mechanics-body-class"
+        )
+
+        self._loads = []
+
+        if frame is None:
+            frame = ReferenceFrame(name + '_frame')
+
+        if masscenter is None:
+            masscenter = Point(name + '_masscenter')
+
+        if central_inertia is None and mass is None:
+            ixx = Symbol(name + '_ixx')
+            iyy = Symbol(name + '_iyy')
+            izz = Symbol(name + '_izz')
+            izx = Symbol(name + '_izx')
+            ixy = Symbol(name + '_ixy')
+            iyz = Symbol(name + '_iyz')
+            _inertia = Inertia.from_inertia_scalars(masscenter, frame, ixx, iyy,
+                                                    izz, ixy, iyz, izx)
+        else:
+            _inertia = (central_inertia, masscenter)
+
+        if mass is None:
+            _mass = Symbol(name + '_mass')
+        else:
+            _mass = mass
+
+        masscenter.set_vel(frame, 0)
+
+        # If user passes masscenter and mass then a particle is created
+        # otherwise a rigidbody. As a result a body may or may not have inertia.
+        # Note: BodyBase.__init__ is used to prevent problems with super() calls in
+        # Particle and RigidBody arising due to multiple inheritance.
+        if central_inertia is None and mass is not None:
+            BodyBase.__init__(self, name, masscenter, _mass)
+            self.frame = frame
+            self._central_inertia = Dyadic(0)
+        else:
+            BodyBase.__init__(self, name, masscenter, _mass)
+            self.frame = frame
+            self.inertia = _inertia
+
+    def __repr__(self):
+        if self.is_rigidbody:
+            return RigidBody.__repr__(self)
+        return Particle.__repr__(self)
+
+    @property
+    def loads(self):
+        return self._loads
+
+    @property
+    def x(self):
+        """The basis Vector for the Body, in the x direction."""
+        return self.frame.x
+
+    @property
+    def y(self):
+        """The basis Vector for the Body, in the y direction."""
+        return self.frame.y
+
+    @property
+    def z(self):
+        """The basis Vector for the Body, in the z direction."""
+        return self.frame.z
+
+    @property
+    def inertia(self):
+        """The body's inertia about a point; stored as (Dyadic, Point)."""
+        if self.is_rigidbody:
+            return RigidBody.inertia.fget(self)
+        return (self.central_inertia, self.masscenter)
+
+    @inertia.setter
+    def inertia(self, I):
+        RigidBody.inertia.fset(self, I)
+
+    @property
+    def is_rigidbody(self):
+        if hasattr(self, '_inertia'):
+            return True
+        return False
+
+    def kinetic_energy(self, frame):
+        """Kinetic energy of the body.
+
+        Parameters
+        ==========
+
+        frame : ReferenceFrame or Body
+            The Body's angular velocity and the velocity of it's mass
+            center are typically defined with respect to an inertial frame but
+            any relevant frame in which the velocities are known can be supplied.
+
+        Examples
+        ========
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body, ReferenceFrame, Point
+        >>> from sympy import symbols
+        >>> m, v, r, omega = symbols('m v r omega')
+        >>> N = ReferenceFrame('N')
+        >>> O = Point('O')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     P = Body('P', masscenter=O, mass=m)
+        >>> P.masscenter.set_vel(N, v * N.y)
+        >>> P.kinetic_energy(N)
+        m*v**2/2
+
+        >>> N = ReferenceFrame('N')
+        >>> b = ReferenceFrame('b')
+        >>> b.set_ang_vel(N, omega * b.x)
+        >>> P = Point('P')
+        >>> P.set_vel(N, v * N.x)
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B', masscenter=P, frame=b)
+        >>> B.kinetic_energy(N)
+        B_ixx*omega**2/2 + B_mass*v**2/2
+
+        See Also
+        ========
+
+        sympy.physics.mechanics : Particle, RigidBody
+
+        """
+        if isinstance(frame, Body):
+            frame = Body.frame
+        if self.is_rigidbody:
+            return RigidBody(self.name, self.masscenter, self.frame, self.mass,
+                            (self.central_inertia, self.masscenter)).kinetic_energy(frame)
+        return Particle(self.name, self.masscenter, self.mass).kinetic_energy(frame)
+
+    def apply_force(self, force, point=None, reaction_body=None, reaction_point=None):
+        """Add force to the body(s).
+
+        Explanation
+        ===========
+
+        Applies the force on self or equal and opposite forces on
+        self and other body if both are given on the desired point on the bodies.
+        The force applied on other body is taken opposite of self, i.e, -force.
+
+        Parameters
+        ==========
+
+        force: Vector
+            The force to be applied.
+        point: Point, optional
+            The point on self on which force is applied.
+            By default self's masscenter.
+        reaction_body: Body, optional
+            Second body on which equal and opposite force
+            is to be applied.
+        reaction_point : Point, optional
+            The point on other body on which equal and opposite
+            force is applied. By default masscenter of other body.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import Body, Point, dynamicsymbols
+        >>> m, g = symbols('m g')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B')
+        >>> force1 = m*g*B.z
+        >>> B.apply_force(force1) #Applying force on B's masscenter
+        >>> B.loads
+        [(B_masscenter, g*m*B_frame.z)]
+
+        We can also remove some part of force from any point on the body by
+        adding the opposite force to the body on that point.
+
+        >>> f1, f2 = dynamicsymbols('f1 f2')
+        >>> P = Point('P') #Considering point P on body B
+        >>> B.apply_force(f1*B.x + f2*B.y, P)
+        >>> B.loads
+        [(B_masscenter, g*m*B_frame.z), (P, f1(t)*B_frame.x + f2(t)*B_frame.y)]
+
+        Let's remove f1 from point P on body B.
+
+        >>> B.apply_force(-f1*B.x, P)
+        >>> B.loads
+        [(B_masscenter, g*m*B_frame.z), (P, f2(t)*B_frame.y)]
+
+        To further demonstrate the use of ``apply_force`` attribute,
+        consider two bodies connected through a spring.
+
+        >>> from sympy.physics.mechanics import Body, dynamicsymbols
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     N = Body('N') #Newtonion Frame
+        >>> x = dynamicsymbols('x')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B1 = Body('B1')
+        ...     B2 = Body('B2')
+        >>> spring_force = x*N.x
+
+        Now let's apply equal and opposite spring force to the bodies.
+
+        >>> P1 = Point('P1')
+        >>> P2 = Point('P2')
+        >>> B1.apply_force(spring_force, point=P1, reaction_body=B2, reaction_point=P2)
+
+        We can check the loads(forces) applied to bodies now.
+
+        >>> B1.loads
+        [(P1, x(t)*N_frame.x)]
+        >>> B2.loads
+        [(P2, - x(t)*N_frame.x)]
+
+        Notes
+        =====
+
+        If a new force is applied to a body on a point which already has some
+        force applied on it, then the new force is added to the already applied
+        force on that point.
+
+        """
+
+        if not isinstance(point, Point):
+            if point is None:
+                point = self.masscenter  # masscenter
+            else:
+                raise TypeError("Force must be applied to a point on the body.")
+        if not isinstance(force, Vector):
+            raise TypeError("Force must be a vector.")
+
+        if reaction_body is not None:
+            reaction_body.apply_force(-force, point=reaction_point)
+
+        for load in self._loads:
+            if point in load:
+                force += load[1]
+                self._loads.remove(load)
+                break
+
+        self._loads.append((point, force))
+
+    def apply_torque(self, torque, reaction_body=None):
+        """Add torque to the body(s).
+
+        Explanation
+        ===========
+
+        Applies the torque on self or equal and opposite torques on
+        self and other body if both are given.
+        The torque applied on other body is taken opposite of self,
+        i.e, -torque.
+
+        Parameters
+        ==========
+
+        torque: Vector
+            The torque to be applied.
+        reaction_body: Body, optional
+            Second body on which equal and opposite torque
+            is to be applied.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import Body, dynamicsymbols
+        >>> t = symbols('t')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B')
+        >>> torque1 = t*B.z
+        >>> B.apply_torque(torque1)
+        >>> B.loads
+        [(B_frame, t*B_frame.z)]
+
+        We can also remove some part of torque from the body by
+        adding the opposite torque to the body.
+
+        >>> t1, t2 = dynamicsymbols('t1 t2')
+        >>> B.apply_torque(t1*B.x + t2*B.y)
+        >>> B.loads
+        [(B_frame, t1(t)*B_frame.x + t2(t)*B_frame.y + t*B_frame.z)]
+
+        Let's remove t1 from Body B.
+
+        >>> B.apply_torque(-t1*B.x)
+        >>> B.loads
+        [(B_frame, t2(t)*B_frame.y + t*B_frame.z)]
+
+        To further demonstrate the use, let us consider two bodies such that
+        a torque `T` is acting on one body, and `-T` on the other.
+
+        >>> from sympy.physics.mechanics import Body, dynamicsymbols
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     N = Body('N') #Newtonion frame
+        ...     B1 = Body('B1')
+        ...     B2 = Body('B2')
+        >>> v = dynamicsymbols('v')
+        >>> T = v*N.y #Torque
+
+        Now let's apply equal and opposite torque to the bodies.
+
+        >>> B1.apply_torque(T, B2)
+
+        We can check the loads (torques) applied to bodies now.
+
+        >>> B1.loads
+        [(B1_frame, v(t)*N_frame.y)]
+        >>> B2.loads
+        [(B2_frame, - v(t)*N_frame.y)]
+
+        Notes
+        =====
+
+        If a new torque is applied on body which already has some torque applied on it,
+        then the new torque is added to the previous torque about the body's frame.
+
+        """
+
+        if not isinstance(torque, Vector):
+            raise TypeError("A Vector must be supplied to add torque.")
+
+        if reaction_body is not None:
+            reaction_body.apply_torque(-torque)
+
+        for load in self._loads:
+            if self.frame in load:
+                torque += load[1]
+                self._loads.remove(load)
+                break
+        self._loads.append((self.frame, torque))
+
+    def clear_loads(self):
+        """
+        Clears the Body's loads list.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B')
+        >>> force = B.x + B.y
+        >>> B.apply_force(force)
+        >>> B.loads
+        [(B_masscenter, B_frame.x + B_frame.y)]
+        >>> B.clear_loads()
+        >>> B.loads
+        []
+
+        """
+
+        self._loads = []
+
+    def remove_load(self, about=None):
+        """
+        Remove load about a point or frame.
+
+        Parameters
+        ==========
+
+        about : Point or ReferenceFrame, optional
+            The point about which force is applied,
+            and is to be removed.
+            If about is None, then the torque about
+            self's frame is removed.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body, Point
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B')
+        >>> P = Point('P')
+        >>> f1 = B.x
+        >>> f2 = B.y
+        >>> B.apply_force(f1)
+        >>> B.apply_force(f2, P)
+        >>> B.loads
+        [(B_masscenter, B_frame.x), (P, B_frame.y)]
+
+        >>> B.remove_load(P)
+        >>> B.loads
+        [(B_masscenter, B_frame.x)]
+
+        """
+
+        if about is not None:
+            if not isinstance(about, Point):
+                raise TypeError('Load is applied about Point or ReferenceFrame.')
+        else:
+            about = self.frame
+
+        for load in self._loads:
+            if about in load:
+                self._loads.remove(load)
+                break
+
+    def masscenter_vel(self, body):
+        """
+        Returns the velocity of the mass center with respect to the provided
+        rigid body or reference frame.
+
+        Parameters
+        ==========
+
+        body: Body or ReferenceFrame
+            The rigid body or reference frame to calculate the velocity in.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     A = Body('A')
+        ...     B = Body('B')
+        >>> A.masscenter.set_vel(B.frame, 5*B.frame.x)
+        >>> A.masscenter_vel(B)
+        5*B_frame.x
+        >>> A.masscenter_vel(B.frame)
+        5*B_frame.x
+
+        """
+
+        if isinstance(body,  ReferenceFrame):
+            frame=body
+        elif isinstance(body, Body):
+            frame = body.frame
+        return self.masscenter.vel(frame)
+
+    def ang_vel_in(self, body):
+        """
+        Returns this body's angular velocity with respect to the provided
+        rigid body or reference frame.
+
+        Parameters
+        ==========
+
+        body: Body or ReferenceFrame
+            The rigid body or reference frame to calculate the angular velocity in.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body, ReferenceFrame
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     A = Body('A')
+        >>> N = ReferenceFrame('N')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     B = Body('B', frame=N)
+        >>> A.frame.set_ang_vel(N, 5*N.x)
+        >>> A.ang_vel_in(B)
+        5*N.x
+        >>> A.ang_vel_in(N)
+        5*N.x
+
+        """
+
+        if isinstance(body,  ReferenceFrame):
+            frame=body
+        elif isinstance(body, Body):
+            frame = body.frame
+        return self.frame.ang_vel_in(frame)
+
+    def dcm(self, body):
+        """
+        Returns the direction cosine matrix of this body relative to the
+        provided rigid body or reference frame.
+
+        Parameters
+        ==========
+
+        body: Body or ReferenceFrame
+            The rigid body or reference frame to calculate the dcm.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     A = Body('A')
+        ...     B = Body('B')
+        >>> A.frame.orient_axis(B.frame, B.frame.x, 5)
+        >>> A.dcm(B)
+        Matrix([
+        [1,       0,      0],
+        [0,  cos(5), sin(5)],
+        [0, -sin(5), cos(5)]])
+        >>> A.dcm(B.frame)
+        Matrix([
+        [1,       0,      0],
+        [0,  cos(5), sin(5)],
+        [0, -sin(5), cos(5)]])
+
+        """
+
+        if isinstance(body,  ReferenceFrame):
+            frame=body
+        elif isinstance(body, Body):
+            frame = body.frame
+        return self.frame.dcm(frame)
+
+    def parallel_axis(self, point, frame=None):
+        """Returns the inertia dyadic of the body with respect to another
+        point.
+
+        Parameters
+        ==========
+
+        point : sympy.physics.vector.Point
+            The point to express the inertia dyadic about.
+        frame : sympy.physics.vector.ReferenceFrame
+            The reference frame used to construct the dyadic.
+
+        Returns
+        =======
+
+        inertia : sympy.physics.vector.Dyadic
+            The inertia dyadic of the rigid body expressed about the provided
+            point.
+
+        Example
+        =======
+
+        As Body has been deprecated, the following examples are for illustrative
+        purposes only. The functionality of Body is fully captured by
+        :class:`~.RigidBody` and :class:`~.Particle`. To ignore the deprecation
+        warning we can use the ignore_warnings context manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+        >>> from sympy.physics.mechanics import Body
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     A = Body('A')
+        >>> P = A.masscenter.locatenew('point', 3 * A.x + 5 * A.y)
+        >>> A.parallel_axis(P).to_matrix(A.frame)
+        Matrix([
+        [A_ixx + 25*A_mass, A_ixy - 15*A_mass,             A_izx],
+        [A_ixy - 15*A_mass,  A_iyy + 9*A_mass,             A_iyz],
+        [            A_izx,             A_iyz, A_izz + 34*A_mass]])
+
+        """
+        if self.is_rigidbody:
+            return RigidBody.parallel_axis(self, point, frame)
+        return Particle.parallel_axis(self, point, frame)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/body_base.py

@@ -0,0 +1,94 @@
+from abc import ABC, abstractmethod
+from sympy import Symbol, sympify
+from sympy.physics.vector import Point
+
+__all__ = ['BodyBase']
+
+
+class BodyBase(ABC):
+    """Abstract class for body type objects."""
+    def __init__(self, name, masscenter=None, mass=None):
+        # Note: If frame=None, no auto-generated frame is created, because a
+        # Particle does not need to have a frame by default.
+        if not isinstance(name, str):
+            raise TypeError('Supply a valid name.')
+        self._name = name
+        if mass is None:
+            mass = Symbol(f'{name}_mass')
+        if masscenter is None:
+            masscenter = Point(f'{name}_masscenter')
+        self.mass = mass
+        self.masscenter = masscenter
+        self.potential_energy = 0
+        self.points = []
+
+    def __str__(self):
+        return self.name
+
+    def __repr__(self):
+        return (f'{self.__class__.__name__}({repr(self.name)}, masscenter='
+                f'{repr(self.masscenter)}, mass={repr(self.mass)})')
+
+    @property
+    def name(self):
+        """The name of the body."""
+        return self._name
+
+    @property
+    def masscenter(self):
+        """The body's center of mass."""
+        return self._masscenter
+
+    @masscenter.setter
+    def masscenter(self, point):
+        if not isinstance(point, Point):
+            raise TypeError("The body's center of mass must be a Point object.")
+        self._masscenter = point
+
+    @property
+    def mass(self):
+        """The body's mass."""
+        return self._mass
+
+    @mass.setter
+    def mass(self, mass):
+        self._mass = sympify(mass)
+
+    @property
+    def potential_energy(self):
+        """The potential energy of the body.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.mechanics import Particle, Point
+        >>> from sympy import symbols
+        >>> m, g, h = symbols('m g h')
+        >>> O = Point('O')
+        >>> P = Particle('P', O, m)
+        >>> P.potential_energy = m * g * h
+        >>> P.potential_energy
+        g*h*m
+
+        """
+        return self._potential_energy
+
+    @potential_energy.setter
+    def potential_energy(self, scalar):
+        self._potential_energy = sympify(scalar)
+
+    @abstractmethod
+    def kinetic_energy(self, frame):
+        pass
+
+    @abstractmethod
+    def linear_momentum(self, frame):
+        pass
+
+    @abstractmethod
+    def angular_momentum(self, point, frame):
+        pass
+
+    @abstractmethod
+    def parallel_axis(self, point, frame):
+        pass

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/functions.py

@@ -0,0 +1,735 @@
+from sympy.utilities import dict_merge
+from sympy.utilities.iterables import iterable
+from sympy.physics.vector import (Dyadic, Vector, ReferenceFrame,
+                                  Point, dynamicsymbols)
+from sympy.physics.vector.printing import (vprint, vsprint, vpprint, vlatex,
+                                           init_vprinting)
+from sympy.physics.mechanics.particle import Particle
+from sympy.physics.mechanics.rigidbody import RigidBody
+from sympy.simplify.simplify import simplify
+from sympy import Matrix, Mul, Derivative, sin, cos, tan, S
+from sympy.core.function import AppliedUndef
+from sympy.physics.mechanics.inertia import (inertia as _inertia,
+    inertia_of_point_mass as _inertia_of_point_mass)
+from sympy.utilities.exceptions import sympy_deprecation_warning
+
+__all__ = ['linear_momentum',
+           'angular_momentum',
+           'kinetic_energy',
+           'potential_energy',
+           'Lagrangian',
+           'mechanics_printing',
+           'mprint',
+           'msprint',
+           'mpprint',
+           'mlatex',
+           'msubs',
+           'find_dynamicsymbols']
+
+# These are functions that we've moved and renamed during extracting the
+# basic vector calculus code from the mechanics packages.
+
+mprint = vprint
+msprint = vsprint
+mpprint = vpprint
+mlatex = vlatex
+
+
+def mechanics_printing(**kwargs):
+    """
+    Initializes time derivative printing for all SymPy objects in
+    mechanics module.
+    """
+
+    init_vprinting(**kwargs)
+
+mechanics_printing.__doc__ = init_vprinting.__doc__
+
+
+def inertia(frame, ixx, iyy, izz, ixy=0, iyz=0, izx=0):
+    sympy_deprecation_warning(
+        """
+        The inertia function has been moved.
+        Import it from "sympy.physics.mechanics".
+        """,
+        deprecated_since_version="1.13",
+        active_deprecations_target="moved-mechanics-functions"
+    )
+    return _inertia(frame, ixx, iyy, izz, ixy, iyz, izx)
+
+
+def inertia_of_point_mass(mass, pos_vec, frame):
+    sympy_deprecation_warning(
+        """
+        The inertia_of_point_mass function has been moved.
+        Import it from "sympy.physics.mechanics".
+        """,
+        deprecated_since_version="1.13",
+        active_deprecations_target="moved-mechanics-functions"
+    )
+    return _inertia_of_point_mass(mass, pos_vec, frame)
+
+
+def linear_momentum(frame, *body):
+    """Linear momentum of the system.
+
+    Explanation
+    ===========
+
+    This function returns the linear momentum of a system of Particle's and/or
+    RigidBody's. The linear momentum of a system is equal to the vector sum of
+    the linear momentum of its constituents. Consider a system, S, comprised of
+    a rigid body, A, and a particle, P. The linear momentum of the system, L,
+    is equal to the vector sum of the linear momentum of the particle, L1, and
+    the linear momentum of the rigid body, L2, i.e.
+
+    L = L1 + L2
+
+    Parameters
+    ==========
+
+    frame : ReferenceFrame
+        The frame in which linear momentum is desired.
+    body1, body2, body3... : Particle and/or RigidBody
+        The body (or bodies) whose linear momentum is required.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import Point, Particle, ReferenceFrame
+    >>> from sympy.physics.mechanics import RigidBody, outer, linear_momentum
+    >>> N = ReferenceFrame('N')
+    >>> P = Point('P')
+    >>> P.set_vel(N, 10 * N.x)
+    >>> Pa = Particle('Pa', P, 1)
+    >>> Ac = Point('Ac')
+    >>> Ac.set_vel(N, 25 * N.y)
+    >>> I = outer(N.x, N.x)
+    >>> A = RigidBody('A', Ac, N, 20, (I, Ac))
+    >>> linear_momentum(N, A, Pa)
+    10*N.x + 500*N.y
+
+    """
+
+    if not isinstance(frame, ReferenceFrame):
+        raise TypeError('Please specify a valid ReferenceFrame')
+    else:
+        linear_momentum_sys = Vector(0)
+        for e in body:
+            if isinstance(e, (RigidBody, Particle)):
+                linear_momentum_sys += e.linear_momentum(frame)
+            else:
+                raise TypeError('*body must have only Particle or RigidBody')
+    return linear_momentum_sys
+
+
+def angular_momentum(point, frame, *body):
+    """Angular momentum of a system.
+
+    Explanation
+    ===========
+
+    This function returns the angular momentum of a system of Particle's and/or
+    RigidBody's. The angular momentum of such a system is equal to the vector
+    sum of the angular momentum of its constituents. Consider a system, S,
+    comprised of a rigid body, A, and a particle, P. The angular momentum of
+    the system, H, is equal to the vector sum of the angular momentum of the
+    particle, H1, and the angular momentum of the rigid body, H2, i.e.
+
+    H = H1 + H2
+
+    Parameters
+    ==========
+
+    point : Point
+        The point about which angular momentum of the system is desired.
+    frame : ReferenceFrame
+        The frame in which angular momentum is desired.
+    body1, body2, body3... : Particle and/or RigidBody
+        The body (or bodies) whose angular momentum is required.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import Point, Particle, ReferenceFrame
+    >>> from sympy.physics.mechanics import RigidBody, outer, angular_momentum
+    >>> N = ReferenceFrame('N')
+    >>> O = Point('O')
+    >>> O.set_vel(N, 0 * N.x)
+    >>> P = O.locatenew('P', 1 * N.x)
+    >>> P.set_vel(N, 10 * N.x)
+    >>> Pa = Particle('Pa', P, 1)
+    >>> Ac = O.locatenew('Ac', 2 * N.y)
+    >>> Ac.set_vel(N, 5 * N.y)
+    >>> a = ReferenceFrame('a')
+    >>> a.set_ang_vel(N, 10 * N.z)
+    >>> I = outer(N.z, N.z)
+    >>> A = RigidBody('A', Ac, a, 20, (I, Ac))
+    >>> angular_momentum(O, N, Pa, A)
+    10*N.z
+
+    """
+
+    if not isinstance(frame, ReferenceFrame):
+        raise TypeError('Please enter a valid ReferenceFrame')
+    if not isinstance(point, Point):
+        raise TypeError('Please specify a valid Point')
+    else:
+        angular_momentum_sys = Vector(0)
+        for e in body:
+            if isinstance(e, (RigidBody, Particle)):
+                angular_momentum_sys += e.angular_momentum(point, frame)
+            else:
+                raise TypeError('*body must have only Particle or RigidBody')
+    return angular_momentum_sys
+
+
+def kinetic_energy(frame, *body):
+    """Kinetic energy of a multibody system.
+
+    Explanation
+    ===========
+
+    This function returns the kinetic energy of a system of Particle's and/or
+    RigidBody's. The kinetic energy of such a system is equal to the sum of
+    the kinetic energies of its constituents. Consider a system, S, comprising
+    a rigid body, A, and a particle, P. The kinetic energy of the system, T,
+    is equal to the vector sum of the kinetic energy of the particle, T1, and
+    the kinetic energy of the rigid body, T2, i.e.
+
+    T = T1 + T2
+
+    Kinetic energy is a scalar.
+
+    Parameters
+    ==========
+
+    frame : ReferenceFrame
+        The frame in which the velocity or angular velocity of the body is
+        defined.
+    body1, body2, body3... : Particle and/or RigidBody
+        The body (or bodies) whose kinetic energy is required.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import Point, Particle, ReferenceFrame
+    >>> from sympy.physics.mechanics import RigidBody, outer, kinetic_energy
+    >>> N = ReferenceFrame('N')
+    >>> O = Point('O')
+    >>> O.set_vel(N, 0 * N.x)
+    >>> P = O.locatenew('P', 1 * N.x)
+    >>> P.set_vel(N, 10 * N.x)
+    >>> Pa = Particle('Pa', P, 1)
+    >>> Ac = O.locatenew('Ac', 2 * N.y)
+    >>> Ac.set_vel(N, 5 * N.y)
+    >>> a = ReferenceFrame('a')
+    >>> a.set_ang_vel(N, 10 * N.z)
+    >>> I = outer(N.z, N.z)
+    >>> A = RigidBody('A', Ac, a, 20, (I, Ac))
+    >>> kinetic_energy(N, Pa, A)
+    350
+
+    """
+
+    if not isinstance(frame, ReferenceFrame):
+        raise TypeError('Please enter a valid ReferenceFrame')
+    ke_sys = S.Zero
+    for e in body:
+        if isinstance(e, (RigidBody, Particle)):
+            ke_sys += e.kinetic_energy(frame)
+        else:
+            raise TypeError('*body must have only Particle or RigidBody')
+    return ke_sys
+
+
+def potential_energy(*body):
+    """Potential energy of a multibody system.
+
+    Explanation
+    ===========
+
+    This function returns the potential energy of a system of Particle's and/or
+    RigidBody's. The potential energy of such a system is equal to the sum of
+    the potential energy of its constituents. Consider a system, S, comprising
+    a rigid body, A, and a particle, P. The potential energy of the system, V,
+    is equal to the vector sum of the potential energy of the particle, V1, and
+    the potential energy of the rigid body, V2, i.e.
+
+    V = V1 + V2
+
+    Potential energy is a scalar.
+
+    Parameters
+    ==========
+
+    body1, body2, body3... : Particle and/or RigidBody
+        The body (or bodies) whose potential energy is required.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import Point, Particle, ReferenceFrame
+    >>> from sympy.physics.mechanics import RigidBody, outer, potential_energy
+    >>> from sympy import symbols
+    >>> M, m, g, h = symbols('M m g h')
+    >>> N = ReferenceFrame('N')
+    >>> O = Point('O')
+    >>> O.set_vel(N, 0 * N.x)
+    >>> P = O.locatenew('P', 1 * N.x)
+    >>> Pa = Particle('Pa', P, m)
+    >>> Ac = O.locatenew('Ac', 2 * N.y)
+    >>> a = ReferenceFrame('a')
+    >>> I = outer(N.z, N.z)
+    >>> A = RigidBody('A', Ac, a, M, (I, Ac))
+    >>> Pa.potential_energy = m * g * h
+    >>> A.potential_energy = M * g * h
+    >>> potential_energy(Pa, A)
+    M*g*h + g*h*m
+
+    """
+
+    pe_sys = S.Zero
+    for e in body:
+        if isinstance(e, (RigidBody, Particle)):
+            pe_sys += e.potential_energy
+        else:
+            raise TypeError('*body must have only Particle or RigidBody')
+    return pe_sys
+
+
+def gravity(acceleration, *bodies):
+    from sympy.physics.mechanics.loads import gravity as _gravity
+    sympy_deprecation_warning(
+        """
+        The gravity function has been moved.
+        Import it from "sympy.physics.mechanics.loads".
+        """,
+        deprecated_since_version="1.13",
+        active_deprecations_target="moved-mechanics-functions"
+    )
+    return _gravity(acceleration, *bodies)
+
+
+def center_of_mass(point, *bodies):
+    """
+    Returns the position vector from the given point to the center of mass
+    of the given bodies(particles or rigidbodies).
+
+    Example
+    =======
+
+    >>> from sympy import symbols, S
+    >>> from sympy.physics.vector import Point
+    >>> from sympy.physics.mechanics import Particle, ReferenceFrame, RigidBody, outer
+    >>> from sympy.physics.mechanics.functions import center_of_mass
+    >>> a = ReferenceFrame('a')
+    >>> m = symbols('m', real=True)
+    >>> p1 = Particle('p1', Point('p1_pt'), S(1))
+    >>> p2 = Particle('p2', Point('p2_pt'), S(2))
+    >>> p3 = Particle('p3', Point('p3_pt'), S(3))
+    >>> p4 = Particle('p4', Point('p4_pt'), m)
+    >>> b_f = ReferenceFrame('b_f')
+    >>> b_cm = Point('b_cm')
+    >>> mb = symbols('mb')
+    >>> b = RigidBody('b', b_cm, b_f, mb, (outer(b_f.x, b_f.x), b_cm))
+    >>> p2.point.set_pos(p1.point, a.x)
+    >>> p3.point.set_pos(p1.point, a.x + a.y)
+    >>> p4.point.set_pos(p1.point, a.y)
+    >>> b.masscenter.set_pos(p1.point, a.y + a.z)
+    >>> point_o=Point('o')
+    >>> point_o.set_pos(p1.point, center_of_mass(p1.point, p1, p2, p3, p4, b))
+    >>> expr = 5/(m + mb + 6)*a.x + (m + mb + 3)/(m + mb + 6)*a.y + mb/(m + mb + 6)*a.z
+    >>> point_o.pos_from(p1.point)
+    5/(m + mb + 6)*a.x + (m + mb + 3)/(m + mb + 6)*a.y + mb/(m + mb + 6)*a.z
+
+    """
+    if not bodies:
+        raise TypeError("No bodies(instances of Particle or Rigidbody) were passed.")
+
+    total_mass = 0
+    vec = Vector(0)
+    for i in bodies:
+        total_mass += i.mass
+
+        masscenter = getattr(i, 'masscenter', None)
+        if masscenter is None:
+            masscenter = i.point
+        vec += i.mass*masscenter.pos_from(point)
+
+    return vec/total_mass
+
+
+def Lagrangian(frame, *body):
+    """Lagrangian of a multibody system.
+
+    Explanation
+    ===========
+
+    This function returns the Lagrangian of a system of Particle's and/or
+    RigidBody's. The Lagrangian of such a system is equal to the difference
+    between the kinetic energies and potential energies of its constituents. If
+    T and V are the kinetic and potential energies of a system then it's
+    Lagrangian, L, is defined as
+
+    L = T - V
+
+    The Lagrangian is a scalar.
+
+    Parameters
+    ==========
+
+    frame : ReferenceFrame
+        The frame in which the velocity or angular velocity of the body is
+        defined to determine the kinetic energy.
+
+    body1, body2, body3... : Particle and/or RigidBody
+        The body (or bodies) whose Lagrangian is required.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import Point, Particle, ReferenceFrame
+    >>> from sympy.physics.mechanics import RigidBody, outer, Lagrangian
+    >>> from sympy import symbols
+    >>> M, m, g, h = symbols('M m g h')
+    >>> N = ReferenceFrame('N')
+    >>> O = Point('O')
+    >>> O.set_vel(N, 0 * N.x)
+    >>> P = O.locatenew('P', 1 * N.x)
+    >>> P.set_vel(N, 10 * N.x)
+    >>> Pa = Particle('Pa', P, 1)
+    >>> Ac = O.locatenew('Ac', 2 * N.y)
+    >>> Ac.set_vel(N, 5 * N.y)
+    >>> a = ReferenceFrame('a')
+    >>> a.set_ang_vel(N, 10 * N.z)
+    >>> I = outer(N.z, N.z)
+    >>> A = RigidBody('A', Ac, a, 20, (I, Ac))
+    >>> Pa.potential_energy = m * g * h
+    >>> A.potential_energy = M * g * h
+    >>> Lagrangian(N, Pa, A)
+    -M*g*h - g*h*m + 350
+
+    """
+
+    if not isinstance(frame, ReferenceFrame):
+        raise TypeError('Please supply a valid ReferenceFrame')
+    for e in body:
+        if not isinstance(e, (RigidBody, Particle)):
+            raise TypeError('*body must have only Particle or RigidBody')
+    return kinetic_energy(frame, *body) - potential_energy(*body)
+
+
+def find_dynamicsymbols(expression, exclude=None, reference_frame=None):
+    """Find all dynamicsymbols in expression.
+
+    Explanation
+    ===========
+
+    If the optional ``exclude`` kwarg is used, only dynamicsymbols
+    not in the iterable ``exclude`` are returned.
+    If we intend to apply this function on a vector, the optional
+    ``reference_frame`` is also used to inform about the corresponding frame
+    with respect to which the dynamic symbols of the given vector is to be
+    determined.
+
+    Parameters
+    ==========
+
+    expression : SymPy expression
+
+    exclude : iterable of dynamicsymbols, optional
+
+    reference_frame : ReferenceFrame, optional
+        The frame with respect to which the dynamic symbols of the
+        given vector is to be determined.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import dynamicsymbols, find_dynamicsymbols
+    >>> from sympy.physics.mechanics import ReferenceFrame
+    >>> x, y = dynamicsymbols('x, y')
+    >>> expr = x + x.diff()*y
+    >>> find_dynamicsymbols(expr)
+    {x(t), y(t), Derivative(x(t), t)}
+    >>> find_dynamicsymbols(expr, exclude=[x, y])
+    {Derivative(x(t), t)}
+    >>> a, b, c = dynamicsymbols('a, b, c')
+    >>> A = ReferenceFrame('A')
+    >>> v = a * A.x + b * A.y + c * A.z
+    >>> find_dynamicsymbols(v, reference_frame=A)
+    {a(t), b(t), c(t)}
+
+    """
+    t_set = {dynamicsymbols._t}
+    if exclude:
+        if iterable(exclude):
+            exclude_set = set(exclude)
+        else:
+            raise TypeError("exclude kwarg must be iterable")
+    else:
+        exclude_set = set()
+    if isinstance(expression, Vector):
+        if reference_frame is None:
+            raise ValueError("You must provide reference_frame when passing a "
+                             "vector expression, got %s." % reference_frame)
+        else:
+            expression = expression.to_matrix(reference_frame)
+    return {i for i in expression.atoms(AppliedUndef, Derivative) if
+            i.free_symbols == t_set} - exclude_set
+
+
+def msubs(expr, *sub_dicts, smart=False, **kwargs):
+    """A custom subs for use on expressions derived in physics.mechanics.
+
+    Traverses the expression tree once, performing the subs found in sub_dicts.
+    Terms inside ``Derivative`` expressions are ignored:
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import dynamicsymbols, msubs
+    >>> x = dynamicsymbols('x')
+    >>> msubs(x.diff() + x, {x: 1})
+    Derivative(x(t), t) + 1
+
+    Note that sub_dicts can be a single dictionary, or several dictionaries:
+
+    >>> x, y, z = dynamicsymbols('x, y, z')
+    >>> sub1 = {x: 1, y: 2}
+    >>> sub2 = {z: 3, x.diff(): 4}
+    >>> msubs(x.diff() + x + y + z, sub1, sub2)
+    10
+
+    If smart=True (default False), also checks for conditions that may result
+    in ``nan``, but if simplified would yield a valid expression. For example:
+
+    >>> from sympy import sin, tan
+    >>> (sin(x)/tan(x)).subs(x, 0)
+    nan
+    >>> msubs(sin(x)/tan(x), {x: 0}, smart=True)
+    1
+
+    It does this by first replacing all ``tan`` with ``sin/cos``. Then each
+    node is traversed. If the node is a fraction, subs is first evaluated on
+    the denominator. If this results in 0, simplification of the entire
+    fraction is attempted. Using this selective simplification, only
+    subexpressions that result in 1/0 are targeted, resulting in faster
+    performance.
+
+    """
+
+    sub_dict = dict_merge(*sub_dicts)
+    if smart:
+        func = _smart_subs
+    elif hasattr(expr, 'msubs'):
+        return expr.msubs(sub_dict)
+    else:
+        func = lambda expr, sub_dict: _crawl(expr, _sub_func, sub_dict)
+    if isinstance(expr, (Matrix, Vector, Dyadic)):
+        return expr.applyfunc(lambda x: func(x, sub_dict))
+    else:
+        return func(expr, sub_dict)
+
+
+def _crawl(expr, func, *args, **kwargs):
+    """Crawl the expression tree, and apply func to every node."""
+    val = func(expr, *args, **kwargs)
+    if val is not None:
+        return val
+    new_args = (_crawl(arg, func, *args, **kwargs) for arg in expr.args)
+    return expr.func(*new_args)
+
+
+def _sub_func(expr, sub_dict):
+    """Perform direct matching substitution, ignoring derivatives."""
+    if expr in sub_dict:
+        return sub_dict[expr]
+    elif not expr.args or expr.is_Derivative:
+        return expr
+
+
+def _tan_repl_func(expr):
+    """Replace tan with sin/cos."""
+    if isinstance(expr, tan):
+        return sin(*expr.args) / cos(*expr.args)
+    elif not expr.args or expr.is_Derivative:
+        return expr
+
+
+def _smart_subs(expr, sub_dict):
+    """Performs subs, checking for conditions that may result in `nan` or
+    `oo`, and attempts to simplify them out.
+
+    The expression tree is traversed twice, and the following steps are
+    performed on each expression node:
+    - First traverse:
+        Replace all `tan` with `sin/cos`.
+    - Second traverse:
+        If node is a fraction, check if the denominator evaluates to 0.
+        If so, attempt to simplify it out. Then if node is in sub_dict,
+        sub in the corresponding value.
+
+    """
+    expr = _crawl(expr, _tan_repl_func)
+
+    def _recurser(expr, sub_dict):
+        # Decompose the expression into num, den
+        num, den = _fraction_decomp(expr)
+        if den != 1:
+            # If there is a non trivial denominator, we need to handle it
+            denom_subbed = _recurser(den, sub_dict)
+            if denom_subbed.evalf() == 0:
+                # If denom is 0 after this, attempt to simplify the bad expr
+                expr = simplify(expr)
+            else:
+                # Expression won't result in nan, find numerator
+                num_subbed = _recurser(num, sub_dict)
+                return num_subbed / denom_subbed
+        # We have to crawl the tree manually, because `expr` may have been
+        # modified in the simplify step. First, perform subs as normal:
+        val = _sub_func(expr, sub_dict)
+        if val is not None:
+            return val
+        new_args = (_recurser(arg, sub_dict) for arg in expr.args)
+        return expr.func(*new_args)
+    return _recurser(expr, sub_dict)
+
+
+def _fraction_decomp(expr):
+    """Return num, den such that expr = num/den."""
+    if not isinstance(expr, Mul):
+        return expr, 1
+    num = []
+    den = []
+    for a in expr.args:
+        if a.is_Pow and a.args[1] < 0:
+            den.append(1 / a)
+        else:
+            num.append(a)
+    if not den:
+        return expr, 1
+    num = Mul(*num)
+    den = Mul(*den)
+    return num, den
+
+
+def _f_list_parser(fl, ref_frame):
+    """Parses the provided forcelist composed of items
+    of the form (obj, force).
+    Returns a tuple containing:
+        vel_list: The velocity (ang_vel for Frames, vel for Points) in
+                the provided reference frame.
+        f_list: The forces.
+
+    Used internally in the KanesMethod and LagrangesMethod classes.
+
+    """
+    def flist_iter():
+        for pair in fl:
+            obj, force = pair
+            if isinstance(obj, ReferenceFrame):
+                yield obj.ang_vel_in(ref_frame), force
+            elif isinstance(obj, Point):
+                yield obj.vel(ref_frame), force
+            else:
+                raise TypeError('First entry in each forcelist pair must '
+                                'be a point or frame.')
+
+    if not fl:
+        vel_list, f_list = (), ()
+    else:
+        unzip = lambda l: list(zip(*l)) if l[0] else [(), ()]
+        vel_list, f_list = unzip(list(flist_iter()))
+    return vel_list, f_list
+
+
+def _validate_coordinates(coordinates=None, speeds=None, check_duplicates=True,
+                          is_dynamicsymbols=True, u_auxiliary=None):
+    """Validate the generalized coordinates and generalized speeds.
+
+    Parameters
+    ==========
+    coordinates : iterable, optional
+        Generalized coordinates to be validated.
+    speeds : iterable, optional
+        Generalized speeds to be validated.
+    check_duplicates : bool, optional
+        Checks if there are duplicates in the generalized coordinates and
+        generalized speeds. If so it will raise a ValueError. The default is
+        True.
+    is_dynamicsymbols : iterable, optional
+        Checks if all the generalized coordinates and generalized speeds are
+        dynamicsymbols. If any is not a dynamicsymbol, a ValueError will be
+        raised. The default is True.
+    u_auxiliary : iterable, optional
+        Auxiliary generalized speeds to be validated.
+
+    """
+    t_set = {dynamicsymbols._t}
+    # Convert input to iterables
+    if coordinates is None:
+        coordinates = []
+    elif not iterable(coordinates):
+        coordinates = [coordinates]
+    if speeds is None:
+        speeds = []
+    elif not iterable(speeds):
+        speeds = [speeds]
+    if u_auxiliary is None:
+        u_auxiliary = []
+    elif not iterable(u_auxiliary):
+        u_auxiliary = [u_auxiliary]
+
+    msgs = []
+    if check_duplicates:  # Check for duplicates
+        seen = set()
+        coord_duplicates = {x for x in coordinates if x in seen or seen.add(x)}
+        seen = set()
+        speed_duplicates = {x for x in speeds if x in seen or seen.add(x)}
+        seen = set()
+        aux_duplicates = {x for x in u_auxiliary if x in seen or seen.add(x)}
+        overlap_coords = set(coordinates).intersection(speeds)
+        overlap_aux = set(coordinates).union(speeds).intersection(u_auxiliary)
+        if coord_duplicates:
+            msgs.append(f'The generalized coordinates {coord_duplicates} are '
+                        f'duplicated, all generalized coordinates should be '
+                        f'unique.')
+        if speed_duplicates:
+            msgs.append(f'The generalized speeds {speed_duplicates} are '
+                        f'duplicated, all generalized speeds should be unique.')
+        if aux_duplicates:
+            msgs.append(f'The auxiliary speeds {aux_duplicates} are duplicated,'
+                        f' all auxiliary speeds should be unique.')
+        if overlap_coords:
+            msgs.append(f'{overlap_coords} are defined as both generalized '
+                        f'coordinates and generalized speeds.')
+        if overlap_aux:
+            msgs.append(f'The auxiliary speeds {overlap_aux} are also defined '
+                        f'as generalized coordinates or generalized speeds.')
+    if is_dynamicsymbols:  # Check whether all coordinates are dynamicsymbols
+        for coordinate in coordinates:
+            if not (isinstance(coordinate, (AppliedUndef, Derivative)) and
+                    coordinate.free_symbols == t_set):
+                msgs.append(f'Generalized coordinate "{coordinate}" is not a '
+                            f'dynamicsymbol.')
+        for speed in speeds:
+            if not (isinstance(speed, (AppliedUndef, Derivative)) and
+                    speed.free_symbols == t_set):
+                msgs.append(
+                    f'Generalized speed "{speed}" is not a dynamicsymbol.')
+        for aux in u_auxiliary:
+            if not (isinstance(aux, (AppliedUndef, Derivative)) and
+                    aux.free_symbols == t_set):
+                msgs.append(
+                    f'Auxiliary speed "{aux}" is not a dynamicsymbol.')
+    if msgs:
+        raise ValueError('\n'.join(msgs))
+
+
+def _parse_linear_solver(linear_solver):
+    """Helper function to retrieve a specified linear solver."""
+    if callable(linear_solver):
+        return linear_solver
+    return lambda A, b: Matrix.solve(A, b, method=linear_solver)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/inertia.py

@@ -0,0 +1,199 @@
+from sympy import sympify
+from sympy.physics.vector import Point, Dyadic, ReferenceFrame, outer
+from collections import namedtuple
+
+__all__ = ['inertia', 'inertia_of_point_mass', 'Inertia']
+
+
+def inertia(frame, ixx, iyy, izz, ixy=0, iyz=0, izx=0):
+    """Simple way to create inertia Dyadic object.
+
+    Explanation
+    ===========
+
+    Creates an inertia Dyadic based on the given tensor values and a body-fixed
+    reference frame.
+
+    Parameters
+    ==========
+
+    frame : ReferenceFrame
+        The frame the inertia is defined in.
+    ixx : Sympifyable
+        The xx element in the inertia dyadic.
+    iyy : Sympifyable
+        The yy element in the inertia dyadic.
+    izz : Sympifyable
+        The zz element in the inertia dyadic.
+    ixy : Sympifyable
+        The xy element in the inertia dyadic.
+    iyz : Sympifyable
+        The yz element in the inertia dyadic.
+    izx : Sympifyable
+        The zx element in the inertia dyadic.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import ReferenceFrame, inertia
+    >>> N = ReferenceFrame('N')
+    >>> inertia(N, 1, 2, 3)
+    (N.x|N.x) + 2*(N.y|N.y) + 3*(N.z|N.z)
+
+    """
+
+    if not isinstance(frame, ReferenceFrame):
+        raise TypeError('Need to define the inertia in a frame')
+    ixx, iyy, izz = sympify(ixx), sympify(iyy), sympify(izz)
+    ixy, iyz, izx = sympify(ixy), sympify(iyz), sympify(izx)
+    return (ixx*outer(frame.x, frame.x) + ixy*outer(frame.x, frame.y) +
+            izx*outer(frame.x, frame.z) + ixy*outer(frame.y, frame.x) +
+            iyy*outer(frame.y, frame.y) + iyz*outer(frame.y, frame.z) +
+            izx*outer(frame.z, frame.x) + iyz*outer(frame.z, frame.y) +
+            izz*outer(frame.z, frame.z))
+
+
+def inertia_of_point_mass(mass, pos_vec, frame):
+    """Inertia dyadic of a point mass relative to point O.
+
+    Parameters
+    ==========
+
+    mass : Sympifyable
+        Mass of the point mass
+    pos_vec : Vector
+        Position from point O to point mass
+    frame : ReferenceFrame
+        Reference frame to express the dyadic in
+
+    Examples
+    ========
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import ReferenceFrame, inertia_of_point_mass
+    >>> N = ReferenceFrame('N')
+    >>> r, m = symbols('r m')
+    >>> px = r * N.x
+    >>> inertia_of_point_mass(m, px, N)
+    m*r**2*(N.y|N.y) + m*r**2*(N.z|N.z)
+
+    """
+
+    return mass*(
+        (outer(frame.x, frame.x) +
+         outer(frame.y, frame.y) +
+         outer(frame.z, frame.z)) *
+        (pos_vec.dot(pos_vec)) - outer(pos_vec, pos_vec))
+
+
+class Inertia(namedtuple('Inertia', ['dyadic', 'point'])):
+    """Inertia object consisting of a Dyadic and a Point of reference.
+
+    Explanation
+    ===========
+
+    This is a simple class to store the Point and Dyadic, belonging to an
+    inertia.
+
+    Attributes
+    ==========
+
+    dyadic : Dyadic
+        The dyadic of the inertia.
+    point : Point
+        The reference point of the inertia.
+
+    Examples
+    ========
+
+    >>> from sympy.physics.mechanics import ReferenceFrame, Point, Inertia
+    >>> N = ReferenceFrame('N')
+    >>> Po = Point('Po')
+    >>> Inertia(N.x.outer(N.x) + N.y.outer(N.y) + N.z.outer(N.z), Po)
+    ((N.x|N.x) + (N.y|N.y) + (N.z|N.z), Po)
+
+    In the example above the Dyadic was created manually, one can however also
+    use the ``inertia`` function for this or the class method ``from_tensor`` as
+    shown below.
+
+    >>> Inertia.from_inertia_scalars(Po, N, 1, 1, 1)
+    ((N.x|N.x) + (N.y|N.y) + (N.z|N.z), Po)
+
+    """
+    __slots__ = ()
+
+    def __new__(cls, dyadic, point):
+        # Switch order if given in the wrong order
+        if isinstance(dyadic, Point) and isinstance(point, Dyadic):
+            point, dyadic = dyadic, point
+        if not isinstance(point, Point):
+            raise TypeError('Reference point should be of type Point')
+        if not isinstance(dyadic, Dyadic):
+            raise TypeError('Inertia value should be expressed as a Dyadic')
+        return super().__new__(cls, dyadic, point)
+
+    @classmethod
+    def from_inertia_scalars(cls, point, frame, ixx, iyy, izz, ixy=0, iyz=0,
+                             izx=0):
+        """Simple way to create an Inertia object based on the tensor values.
+
+        Explanation
+        ===========
+
+        This class method uses the :func`~.inertia` to create the Dyadic based
+        on the tensor values.
+
+        Parameters
+        ==========
+
+        point : Point
+            The reference point of the inertia.
+        frame : ReferenceFrame
+            The frame the inertia is defined in.
+        ixx : Sympifyable
+            The xx element in the inertia dyadic.
+        iyy : Sympifyable
+            The yy element in the inertia dyadic.
+        izz : Sympifyable
+            The zz element in the inertia dyadic.
+        ixy : Sympifyable
+            The xy element in the inertia dyadic.
+        iyz : Sympifyable
+            The yz element in the inertia dyadic.
+        izx : Sympifyable
+            The zx element in the inertia dyadic.
+
+        Examples
+        ========
+
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import ReferenceFrame, Point, Inertia
+        >>> ixx, iyy, izz, ixy, iyz, izx = symbols('ixx iyy izz ixy iyz izx')
+        >>> N = ReferenceFrame('N')
+        >>> P = Point('P')
+        >>> I = Inertia.from_inertia_scalars(P, N, ixx, iyy, izz, ixy, iyz, izx)
+
+        The tensor values can easily be seen when converting the dyadic to a
+        matrix.
+
+        >>> I.dyadic.to_matrix(N)
+        Matrix([
+        [ixx, ixy, izx],
+        [ixy, iyy, iyz],
+        [izx, iyz, izz]])
+
+        """
+        return cls(inertia(frame, ixx, iyy, izz, ixy, iyz, izx), point)
+
+    def __add__(self, other):
+        raise TypeError(f"unsupported operand type(s) for +: "
+                        f"'{self.__class__.__name__}' and "
+                        f"'{other.__class__.__name__}'")
+
+    def __mul__(self, other):
+        raise TypeError(f"unsupported operand type(s) for *: "
+                        f"'{self.__class__.__name__}' and "
+                        f"'{other.__class__.__name__}'")
+
+    __radd__ = __add__
+    __rmul__ = __mul__

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/joint.py

@@ -0,0 +1,2188 @@
+# coding=utf-8
+
+from abc import ABC, abstractmethod
+
+from sympy import pi, Derivative, Matrix
+from sympy.core.function import AppliedUndef
+from sympy.physics.mechanics.body_base import BodyBase
+from sympy.physics.mechanics.functions import _validate_coordinates
+from sympy.physics.vector import (Vector, dynamicsymbols, cross, Point,
+                                  ReferenceFrame)
+from sympy.utilities.iterables import iterable
+from sympy.utilities.exceptions import sympy_deprecation_warning
+
+__all__ = ['Joint', 'PinJoint', 'PrismaticJoint', 'CylindricalJoint',
+           'PlanarJoint', 'SphericalJoint', 'WeldJoint']
+
+
+class Joint(ABC):
+    """Abstract base class for all specific joints.
+
+    Explanation
+    ===========
+
+    A joint subtracts degrees of freedom from a body. This is the base class
+    for all specific joints and holds all common methods acting as an interface
+    for all joints. Custom joint can be created by inheriting Joint class and
+    defining all abstract functions.
+
+    The abstract methods are:
+
+    - ``_generate_coordinates``
+    - ``_generate_speeds``
+    - ``_orient_frames``
+    - ``_set_angular_velocity``
+    - ``_set_linear_velocity``
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    coordinates : iterable of dynamicsymbols, optional
+        Generalized coordinates of the joint.
+    speeds : iterable of dynamicsymbols, optional
+        Generalized speeds of joint.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the parent body which aligns with an axis fixed in the
+            child body. The default is the x axis of parent's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    child_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the child body which aligns with an axis fixed in the
+            parent body. The default is the x axis of child's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+    parent_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by parent_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+    child_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by child_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_axis : Vector
+        The axis fixed in the parent frame that represents the joint.
+    child_axis : Vector
+        The axis fixed in the child frame that represents the joint.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+
+    Notes
+    =====
+
+    When providing a vector as the intermediate frame, a new intermediate frame
+    is created which aligns its X axis with the provided vector. This is done
+    with a single fixed rotation about a rotation axis. This rotation axis is
+    determined by taking the cross product of the ``body.x`` axis with the
+    provided vector. In the case where the provided vector is in the ``-body.x``
+    direction, the rotation is done about the ``body.y`` axis.
+
+    """
+
+    def __init__(self, name, parent, child, coordinates=None, speeds=None,
+                 parent_point=None, child_point=None, parent_interframe=None,
+                 child_interframe=None, parent_axis=None, child_axis=None,
+                 parent_joint_pos=None, child_joint_pos=None):
+
+        if not isinstance(name, str):
+            raise TypeError('Supply a valid name.')
+        self._name = name
+
+        if not isinstance(parent, BodyBase):
+            raise TypeError('Parent must be a body.')
+        self._parent = parent
+
+        if not isinstance(child, BodyBase):
+            raise TypeError('Child must be a body.')
+        self._child = child
+
+        if parent_axis is not None or child_axis is not None:
+            sympy_deprecation_warning(
+                """
+                The parent_axis and child_axis arguments for the Joint classes
+                are deprecated. Instead use parent_interframe, child_interframe.
+                """,
+                deprecated_since_version="1.12",
+                active_deprecations_target="deprecated-mechanics-joint-axis",
+                stacklevel=4
+            )
+            if parent_interframe is None:
+                parent_interframe = parent_axis
+            if child_interframe is None:
+                child_interframe = child_axis
+
+        # Set parent and child frame attributes
+        if hasattr(self._parent, 'frame'):
+            self._parent_frame = self._parent.frame
+        else:
+            if isinstance(parent_interframe, ReferenceFrame):
+                self._parent_frame = parent_interframe
+            else:
+                self._parent_frame = ReferenceFrame(
+                    f'{self.name}_{self._parent.name}_frame')
+        if hasattr(self._child, 'frame'):
+            self._child_frame = self._child.frame
+        else:
+            if isinstance(child_interframe, ReferenceFrame):
+                self._child_frame = child_interframe
+            else:
+                self._child_frame = ReferenceFrame(
+                    f'{self.name}_{self._child.name}_frame')
+
+        self._parent_interframe = self._locate_joint_frame(
+            self._parent, parent_interframe, self._parent_frame)
+        self._child_interframe = self._locate_joint_frame(
+            self._child, child_interframe, self._child_frame)
+        self._parent_axis = self._axis(parent_axis, self._parent_frame)
+        self._child_axis = self._axis(child_axis, self._child_frame)
+
+        if parent_joint_pos is not None or child_joint_pos is not None:
+            sympy_deprecation_warning(
+                """
+                The parent_joint_pos and child_joint_pos arguments for the Joint
+                classes are deprecated. Instead use parent_point and child_point.
+                """,
+                deprecated_since_version="1.12",
+                active_deprecations_target="deprecated-mechanics-joint-pos",
+                stacklevel=4
+            )
+            if parent_point is None:
+                parent_point = parent_joint_pos
+            if child_point is None:
+                child_point = child_joint_pos
+        self._parent_point = self._locate_joint_pos(
+            self._parent, parent_point, self._parent_frame)
+        self._child_point = self._locate_joint_pos(
+            self._child, child_point, self._child_frame)
+
+        self._coordinates = self._generate_coordinates(coordinates)
+        self._speeds = self._generate_speeds(speeds)
+        _validate_coordinates(self.coordinates, self.speeds)
+        self._kdes = self._generate_kdes()
+
+        self._orient_frames()
+        self._set_angular_velocity()
+        self._set_linear_velocity()
+
+    def __str__(self):
+        return self.name
+
+    def __repr__(self):
+        return self.__str__()
+
+    @property
+    def name(self):
+        """Name of the joint."""
+        return self._name
+
+    @property
+    def parent(self):
+        """Parent body of Joint."""
+        return self._parent
+
+    @property
+    def child(self):
+        """Child body of Joint."""
+        return self._child
+
+    @property
+    def coordinates(self):
+        """Matrix of the joint's generalized coordinates."""
+        return self._coordinates
+
+    @property
+    def speeds(self):
+        """Matrix of the joint's generalized speeds."""
+        return self._speeds
+
+    @property
+    def kdes(self):
+        """Kinematical differential equations of the joint."""
+        return self._kdes
+
+    @property
+    def parent_axis(self):
+        """The axis of parent frame."""
+        # Will be removed with `deprecated-mechanics-joint-axis`
+        return self._parent_axis
+
+    @property
+    def child_axis(self):
+        """The axis of child frame."""
+        # Will be removed with `deprecated-mechanics-joint-axis`
+        return self._child_axis
+
+    @property
+    def parent_point(self):
+        """Attachment point where the joint is fixed to the parent body."""
+        return self._parent_point
+
+    @property
+    def child_point(self):
+        """Attachment point where the joint is fixed to the child body."""
+        return self._child_point
+
+    @property
+    def parent_interframe(self):
+        return self._parent_interframe
+
+    @property
+    def child_interframe(self):
+        return self._child_interframe
+
+    @abstractmethod
+    def _generate_coordinates(self, coordinates):
+        """Generate Matrix of the joint's generalized coordinates."""
+        pass
+
+    @abstractmethod
+    def _generate_speeds(self, speeds):
+        """Generate Matrix of the joint's generalized speeds."""
+        pass
+
+    @abstractmethod
+    def _orient_frames(self):
+        """Orient frames as per the joint."""
+        pass
+
+    @abstractmethod
+    def _set_angular_velocity(self):
+        """Set angular velocity of the joint related frames."""
+        pass
+
+    @abstractmethod
+    def _set_linear_velocity(self):
+        """Set velocity of related points to the joint."""
+        pass
+
+    @staticmethod
+    def _to_vector(matrix, frame):
+        """Converts a matrix to a vector in the given frame."""
+        return Vector([(matrix, frame)])
+
+    @staticmethod
+    def _axis(ax, *frames):
+        """Check whether an axis is fixed in one of the frames."""
+        if ax is None:
+            ax = frames[0].x
+            return ax
+        if not isinstance(ax, Vector):
+            raise TypeError("Axis must be a Vector.")
+        ref_frame = None  # Find a body in which the axis can be expressed
+        for frame in frames:
+            try:
+                ax.to_matrix(frame)
+            except ValueError:
+                pass
+            else:
+                ref_frame = frame
+                break
+        if ref_frame is None:
+            raise ValueError("Axis cannot be expressed in one of the body's "
+                             "frames.")
+        if not ax.dt(ref_frame) == 0:
+            raise ValueError('Axis cannot be time-varying when viewed from the '
+                             'associated body.')
+        return ax
+
+    @staticmethod
+    def _choose_rotation_axis(frame, axis):
+        components = axis.to_matrix(frame)
+        x, y, z = components[0], components[1], components[2]
+
+        if x != 0:
+            if y != 0:
+                if z != 0:
+                    return cross(axis, frame.x)
+            if z != 0:
+                return frame.y
+            return frame.z
+        else:
+            if y != 0:
+                return frame.x
+            return frame.y
+
+    @staticmethod
+    def _create_aligned_interframe(frame, align_axis, frame_axis=None,
+                                   frame_name=None):
+        """
+        Returns an intermediate frame, where the ``frame_axis`` defined in
+        ``frame`` is aligned with ``axis``. By default this means that the X
+        axis will be aligned with ``axis``.
+
+        Parameters
+        ==========
+
+        frame : BodyBase or ReferenceFrame
+            The body or reference frame with respect to which the intermediate
+            frame is oriented.
+        align_axis : Vector
+            The vector with respect to which the intermediate frame will be
+            aligned.
+        frame_axis : Vector
+            The vector of the frame which should get aligned with ``axis``. The
+            default is the X axis of the frame.
+        frame_name : string
+            Name of the to be created intermediate frame. The default adds
+            "_int_frame" to the name of ``frame``.
+
+        Example
+        =======
+
+        An intermediate frame, where the X axis of the parent becomes aligned
+        with ``parent.y + parent.z`` can be created as follows:
+
+        >>> from sympy.physics.mechanics.joint import Joint
+        >>> from sympy.physics.mechanics import RigidBody
+        >>> parent = RigidBody('parent')
+        >>> parent_interframe = Joint._create_aligned_interframe(
+        ...     parent, parent.y + parent.z)
+        >>> parent_interframe
+        parent_int_frame
+        >>> parent.frame.dcm(parent_interframe)
+        Matrix([
+        [        0, -sqrt(2)/2, -sqrt(2)/2],
+        [sqrt(2)/2,        1/2,       -1/2],
+        [sqrt(2)/2,       -1/2,        1/2]])
+        >>> (parent.y + parent.z).express(parent_interframe)
+        sqrt(2)*parent_int_frame.x
+
+        Notes
+        =====
+
+        The direction cosine matrix between the given frame and intermediate
+        frame is formed using a simple rotation about an axis that is normal to
+        both ``align_axis`` and ``frame_axis``. In general, the normal axis is
+        formed by crossing the ``frame_axis`` with the ``align_axis``. The
+        exception is if the axes are parallel with opposite directions, in which
+        case the rotation vector is chosen using the rules in the following
+        table with the vectors expressed in the given frame:
+
+        .. list-table::
+           :header-rows: 1
+
+           * - ``align_axis``
+             - ``frame_axis``
+             - ``rotation_axis``
+           * - ``-x``
+             - ``x``
+             - ``z``
+           * - ``-y``
+             - ``y``
+             - ``x``
+           * - ``-z``
+             - ``z``
+             - ``y``
+           * - ``-x-y``
+             - ``x+y``
+             - ``z``
+           * - ``-y-z``
+             - ``y+z``
+             - ``x``
+           * - ``-x-z``
+             - ``x+z``
+             - ``y``
+           * - ``-x-y-z``
+             - ``x+y+z``
+             - ``(x+y+z) × x``
+
+        """
+        if isinstance(frame, BodyBase):
+            frame = frame.frame
+        if frame_axis is None:
+            frame_axis = frame.x
+        if frame_name is None:
+            if frame.name[-6:] == '_frame':
+                frame_name = f'{frame.name[:-6]}_int_frame'
+            else:
+                frame_name = f'{frame.name}_int_frame'
+        angle = frame_axis.angle_between(align_axis)
+        rotation_axis = cross(frame_axis, align_axis)
+        if rotation_axis == Vector(0) and angle == 0:
+            return frame
+        if angle == pi:
+            rotation_axis = Joint._choose_rotation_axis(frame, align_axis)
+
+        int_frame = ReferenceFrame(frame_name)
+        int_frame.orient_axis(frame, rotation_axis, angle)
+        int_frame.set_ang_vel(frame, 0 * rotation_axis)
+        return int_frame
+
+    def _generate_kdes(self):
+        """Generate kinematical differential equations."""
+        kdes = []
+        t = dynamicsymbols._t
+        for i in range(len(self.coordinates)):
+            kdes.append(-self.coordinates[i].diff(t) + self.speeds[i])
+        return Matrix(kdes)
+
+    def _locate_joint_pos(self, body, joint_pos, body_frame=None):
+        """Returns the attachment point of a body."""
+        if body_frame is None:
+            body_frame = body.frame
+        if joint_pos is None:
+            return body.masscenter
+        if not isinstance(joint_pos, (Point, Vector)):
+            raise TypeError('Attachment point must be a Point or Vector.')
+        if isinstance(joint_pos, Vector):
+            point_name = f'{self.name}_{body.name}_joint'
+            joint_pos = body.masscenter.locatenew(point_name, joint_pos)
+        if not joint_pos.pos_from(body.masscenter).dt(body_frame) == 0:
+            raise ValueError('Attachment point must be fixed to the associated '
+                             'body.')
+        return joint_pos
+
+    def _locate_joint_frame(self, body, interframe, body_frame=None):
+        """Returns the attachment frame of a body."""
+        if body_frame is None:
+            body_frame = body.frame
+        if interframe is None:
+            return body_frame
+        if isinstance(interframe, Vector):
+            interframe = Joint._create_aligned_interframe(
+                body_frame, interframe,
+                frame_name=f'{self.name}_{body.name}_int_frame')
+        elif not isinstance(interframe, ReferenceFrame):
+            raise TypeError('Interframe must be a ReferenceFrame.')
+        if not interframe.ang_vel_in(body_frame) == 0:
+            raise ValueError(f'Interframe {interframe} is not fixed to body '
+                             f'{body}.')
+        body.masscenter.set_vel(interframe, 0)  # Fixate interframe to body
+        return interframe
+
+    def _fill_coordinate_list(self, coordinates, n_coords, label='q', offset=0,
+                              number_single=False):
+        """Helper method for _generate_coordinates and _generate_speeds.
+
+        Parameters
+        ==========
+
+        coordinates : iterable
+            Iterable of coordinates or speeds that have been provided.
+        n_coords : Integer
+            Number of coordinates that should be returned.
+        label : String, optional
+            Coordinate type either 'q' (coordinates) or 'u' (speeds). The
+            Default is 'q'.
+        offset : Integer
+            Count offset when creating new dynamicsymbols. The default is 0.
+        number_single : Boolean
+            Boolean whether if n_coords == 1, number should still be used. The
+            default is False.
+
+        """
+
+        def create_symbol(number):
+            if n_coords == 1 and not number_single:
+                return dynamicsymbols(f'{label}_{self.name}')
+            return dynamicsymbols(f'{label}{number}_{self.name}')
+
+        name = 'generalized coordinate' if label == 'q' else 'generalized speed'
+        generated_coordinates = []
+        if coordinates is None:
+            coordinates = []
+        elif not iterable(coordinates):
+            coordinates = [coordinates]
+        if not (len(coordinates) == 0 or len(coordinates) == n_coords):
+            raise ValueError(f'Expected {n_coords} {name}s, instead got '
+                             f'{len(coordinates)} {name}s.')
+        # Supports more iterables, also Matrix
+        for i, coord in enumerate(coordinates):
+            if coord is None:
+                generated_coordinates.append(create_symbol(i + offset))
+            elif isinstance(coord, (AppliedUndef, Derivative)):
+                generated_coordinates.append(coord)
+            else:
+                raise TypeError(f'The {name} {coord} should have been a '
+                                f'dynamicsymbol.')
+        for i in range(len(coordinates) + offset, n_coords + offset):
+            generated_coordinates.append(create_symbol(i))
+        return Matrix(generated_coordinates)
+
+
+class PinJoint(Joint):
+    """Pin (Revolute) Joint.
+
+    .. raw:: html
+        :file: ../../../doc/src/explanation/modules/physics/mechanics/PinJoint.svg
+
+    Explanation
+    ===========
+
+    A pin joint is defined such that the joint rotation axis is fixed in both
+    the child and parent and the location of the joint is relative to the mass
+    center of each body. The child rotates an angle, θ, from the parent about
+    the rotation axis and has a simple angular speed, ω, relative to the
+    parent. The direction cosine matrix between the child interframe and
+    parent interframe is formed using a simple rotation about the joint axis.
+    The page on the joints framework gives a more detailed explanation of the
+    intermediate frames.
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    coordinates : dynamicsymbol, optional
+        Generalized coordinates of the joint.
+    speeds : dynamicsymbol, optional
+        Generalized speeds of joint.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the parent body which aligns with an axis fixed in the
+            child body. The default is the x axis of parent's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    child_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the child body which aligns with an axis fixed in the
+            parent body. The default is the x axis of child's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+    joint_axis : Vector
+        The axis about which the rotation occurs. Note that the components
+        of this axis are the same in the parent_interframe and child_interframe.
+    parent_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by parent_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+    child_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by child_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates. The default value is
+        ``dynamicsymbols(f'q_{joint.name}')``.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds. The default value is
+        ``dynamicsymbols(f'u_{joint.name}')``.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_axis : Vector
+        The axis fixed in the parent frame that represents the joint.
+    child_axis : Vector
+        The axis fixed in the child frame that represents the joint.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    joint_axis : Vector
+        The axis about which the rotation occurs. Note that the components of
+        this axis are the same in the parent_interframe and child_interframe.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+
+    Examples
+    =========
+
+    A single pin joint is created from two bodies and has the following basic
+    attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, PinJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = PinJoint('PC', parent, child)
+    >>> joint
+    PinJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.parent_axis
+    P_frame.x
+    >>> joint.child_axis
+    C_frame.x
+    >>> joint.coordinates
+    Matrix([[q_PC(t)]])
+    >>> joint.speeds
+    Matrix([[u_PC(t)]])
+    >>> child.frame.ang_vel_in(parent.frame)
+    u_PC(t)*P_frame.x
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [1,             0,            0],
+    [0,  cos(q_PC(t)), sin(q_PC(t))],
+    [0, -sin(q_PC(t)), cos(q_PC(t))]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    0
+
+    To further demonstrate the use of the pin joint, the kinematics of simple
+    double pendulum that rotates about the Z axis of each connected body can be
+    created as follows.
+
+    >>> from sympy import symbols, trigsimp
+    >>> from sympy.physics.mechanics import RigidBody, PinJoint
+    >>> l1, l2 = symbols('l1 l2')
+
+    First create bodies to represent the fixed ceiling and one to represent
+    each pendulum bob.
+
+    >>> ceiling = RigidBody('C')
+    >>> upper_bob = RigidBody('U')
+    >>> lower_bob = RigidBody('L')
+
+    The first joint will connect the upper bob to the ceiling by a distance of
+    ``l1`` and the joint axis will be about the Z axis for each body.
+
+    >>> ceiling_joint = PinJoint('P1', ceiling, upper_bob,
+    ... child_point=-l1*upper_bob.frame.x,
+    ... joint_axis=ceiling.frame.z)
+
+    The second joint will connect the lower bob to the upper bob by a distance
+    of ``l2`` and the joint axis will also be about the Z axis for each body.
+
+    >>> pendulum_joint = PinJoint('P2', upper_bob, lower_bob,
+    ... child_point=-l2*lower_bob.frame.x,
+    ... joint_axis=upper_bob.frame.z)
+
+    Once the joints are established the kinematics of the connected bodies can
+    be accessed. First the direction cosine matrices of pendulum link relative
+    to the ceiling are found:
+
+    >>> upper_bob.frame.dcm(ceiling.frame)
+    Matrix([
+    [ cos(q_P1(t)), sin(q_P1(t)), 0],
+    [-sin(q_P1(t)), cos(q_P1(t)), 0],
+    [            0,            0, 1]])
+    >>> trigsimp(lower_bob.frame.dcm(ceiling.frame))
+    Matrix([
+    [ cos(q_P1(t) + q_P2(t)), sin(q_P1(t) + q_P2(t)), 0],
+    [-sin(q_P1(t) + q_P2(t)), cos(q_P1(t) + q_P2(t)), 0],
+    [                      0,                      0, 1]])
+
+    The position of the lower bob's masscenter is found with:
+
+    >>> lower_bob.masscenter.pos_from(ceiling.masscenter)
+    l1*U_frame.x + l2*L_frame.x
+
+    The angular velocities of the two pendulum links can be computed with
+    respect to the ceiling.
+
+    >>> upper_bob.frame.ang_vel_in(ceiling.frame)
+    u_P1(t)*C_frame.z
+    >>> lower_bob.frame.ang_vel_in(ceiling.frame)
+    u_P1(t)*C_frame.z + u_P2(t)*U_frame.z
+
+    And finally, the linear velocities of the two pendulum bobs can be computed
+    with respect to the ceiling.
+
+    >>> upper_bob.masscenter.vel(ceiling.frame)
+    l1*u_P1(t)*U_frame.y
+    >>> lower_bob.masscenter.vel(ceiling.frame)
+    l1*u_P1(t)*U_frame.y + l2*(u_P1(t) + u_P2(t))*L_frame.y
+
+    """
+
+    def __init__(self, name, parent, child, coordinates=None, speeds=None,
+                 parent_point=None, child_point=None, parent_interframe=None,
+                 child_interframe=None, parent_axis=None, child_axis=None,
+                 joint_axis=None, parent_joint_pos=None, child_joint_pos=None):
+
+        self._joint_axis = joint_axis
+        super().__init__(name, parent, child, coordinates, speeds, parent_point,
+                         child_point, parent_interframe, child_interframe,
+                         parent_axis, child_axis, parent_joint_pos,
+                         child_joint_pos)
+
+    def __str__(self):
+        return (f'PinJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    @property
+    def joint_axis(self):
+        """Axis about which the child rotates with respect to the parent."""
+        return self._joint_axis
+
+    def _generate_coordinates(self, coordinate):
+        return self._fill_coordinate_list(coordinate, 1, 'q')
+
+    def _generate_speeds(self, speed):
+        return self._fill_coordinate_list(speed, 1, 'u')
+
+    def _orient_frames(self):
+        self._joint_axis = self._axis(self.joint_axis, self.parent_interframe)
+        self.child_interframe.orient_axis(
+            self.parent_interframe, self.joint_axis, self.coordinates[0])
+
+    def _set_angular_velocity(self):
+        self.child_interframe.set_ang_vel(self.parent_interframe, self.speeds[
+            0] * self.joint_axis.normalize())
+
+    def _set_linear_velocity(self):
+        self.child_point.set_pos(self.parent_point, 0)
+        self.parent_point.set_vel(self._parent_frame, 0)
+        self.child_point.set_vel(self._child_frame, 0)
+        self.child.masscenter.v2pt_theory(self.parent_point,
+                                          self._parent_frame, self._child_frame)
+
+
+class PrismaticJoint(Joint):
+    """Prismatic (Sliding) Joint.
+
+    .. image:: PrismaticJoint.svg
+
+    Explanation
+    ===========
+
+    It is defined such that the child body translates with respect to the parent
+    body along the body-fixed joint axis. The location of the joint is defined
+    by two points, one in each body, which coincide when the generalized
+    coordinate is zero. The direction cosine matrix between the
+    parent_interframe and child_interframe is the identity matrix. Therefore,
+    the direction cosine matrix between the parent and child frames is fully
+    defined by the definition of the intermediate frames. The page on the joints
+    framework gives a more detailed explanation of the intermediate frames.
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    coordinates : dynamicsymbol, optional
+        Generalized coordinates of the joint. The default value is
+        ``dynamicsymbols(f'q_{joint.name}')``.
+    speeds : dynamicsymbol, optional
+        Generalized speeds of joint. The default value is
+        ``dynamicsymbols(f'u_{joint.name}')``.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the parent body which aligns with an axis fixed in the
+            child body. The default is the x axis of parent's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    child_axis : Vector, optional
+        .. deprecated:: 1.12
+            Axis fixed in the child body which aligns with an axis fixed in the
+            parent body. The default is the x axis of child's reference frame.
+            For more information on this deprecation, see
+            :ref:`deprecated-mechanics-joint-axis`.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+    joint_axis : Vector
+        The axis along which the translation occurs. Note that the components
+        of this axis are the same in the parent_interframe and child_interframe.
+    parent_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by parent_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+    child_joint_pos : Point or Vector, optional
+        .. deprecated:: 1.12
+            This argument is replaced by child_point and will be removed in a
+            future version.
+            See :ref:`deprecated-mechanics-joint-pos` for more information.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_axis : Vector
+        The axis fixed in the parent frame that represents the joint.
+    child_axis : Vector
+        The axis fixed in the child frame that represents the joint.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+
+    Examples
+    =========
+
+    A single prismatic joint is created from two bodies and has the following
+    basic attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, PrismaticJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = PrismaticJoint('PC', parent, child)
+    >>> joint
+    PrismaticJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.parent_axis
+    P_frame.x
+    >>> joint.child_axis
+    C_frame.x
+    >>> joint.coordinates
+    Matrix([[q_PC(t)]])
+    >>> joint.speeds
+    Matrix([[u_PC(t)]])
+    >>> child.frame.ang_vel_in(parent.frame)
+    0
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [1, 0, 0],
+    [0, 1, 0],
+    [0, 0, 1]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    q_PC(t)*P_frame.x
+
+    To further demonstrate the use of the prismatic joint, the kinematics of two
+    masses sliding, one moving relative to a fixed body and the other relative
+    to the moving body. about the X axis of each connected body can be created
+    as follows.
+
+    >>> from sympy.physics.mechanics import PrismaticJoint, RigidBody
+
+    First create bodies to represent the fixed ceiling and one to represent
+    a particle.
+
+    >>> wall = RigidBody('W')
+    >>> Part1 = RigidBody('P1')
+    >>> Part2 = RigidBody('P2')
+
+    The first joint will connect the particle to the ceiling and the
+    joint axis will be about the X axis for each body.
+
+    >>> J1 = PrismaticJoint('J1', wall, Part1)
+
+    The second joint will connect the second particle to the first particle
+    and the joint axis will also be about the X axis for each body.
+
+    >>> J2 = PrismaticJoint('J2', Part1, Part2)
+
+    Once the joint is established the kinematics of the connected bodies can
+    be accessed. First the direction cosine matrices of Part relative
+    to the ceiling are found:
+
+    >>> Part1.frame.dcm(wall.frame)
+    Matrix([
+    [1, 0, 0],
+    [0, 1, 0],
+    [0, 0, 1]])
+
+    >>> Part2.frame.dcm(wall.frame)
+    Matrix([
+    [1, 0, 0],
+    [0, 1, 0],
+    [0, 0, 1]])
+
+    The position of the particles' masscenter is found with:
+
+    >>> Part1.masscenter.pos_from(wall.masscenter)
+    q_J1(t)*W_frame.x
+
+    >>> Part2.masscenter.pos_from(wall.masscenter)
+    q_J1(t)*W_frame.x + q_J2(t)*P1_frame.x
+
+    The angular velocities of the two particle links can be computed with
+    respect to the ceiling.
+
+    >>> Part1.frame.ang_vel_in(wall.frame)
+    0
+
+    >>> Part2.frame.ang_vel_in(wall.frame)
+    0
+
+    And finally, the linear velocities of the two particles can be computed
+    with respect to the ceiling.
+
+    >>> Part1.masscenter.vel(wall.frame)
+    u_J1(t)*W_frame.x
+
+    >>> Part2.masscenter.vel(wall.frame)
+    u_J1(t)*W_frame.x + Derivative(q_J2(t), t)*P1_frame.x
+
+    """
+
+    def __init__(self, name, parent, child, coordinates=None, speeds=None,
+                 parent_point=None, child_point=None, parent_interframe=None,
+                 child_interframe=None, parent_axis=None, child_axis=None,
+                 joint_axis=None, parent_joint_pos=None, child_joint_pos=None):
+
+        self._joint_axis = joint_axis
+        super().__init__(name, parent, child, coordinates, speeds, parent_point,
+                         child_point, parent_interframe, child_interframe,
+                         parent_axis, child_axis, parent_joint_pos,
+                         child_joint_pos)
+
+    def __str__(self):
+        return (f'PrismaticJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    @property
+    def joint_axis(self):
+        """Axis along which the child translates with respect to the parent."""
+        return self._joint_axis
+
+    def _generate_coordinates(self, coordinate):
+        return self._fill_coordinate_list(coordinate, 1, 'q')
+
+    def _generate_speeds(self, speed):
+        return self._fill_coordinate_list(speed, 1, 'u')
+
+    def _orient_frames(self):
+        self._joint_axis = self._axis(self.joint_axis, self.parent_interframe)
+        self.child_interframe.orient_axis(
+            self.parent_interframe, self.joint_axis, 0)
+
+    def _set_angular_velocity(self):
+        self.child_interframe.set_ang_vel(self.parent_interframe, 0)
+
+    def _set_linear_velocity(self):
+        axis = self.joint_axis.normalize()
+        self.child_point.set_pos(self.parent_point, self.coordinates[0] * axis)
+        self.parent_point.set_vel(self._parent_frame, 0)
+        self.child_point.set_vel(self._child_frame, 0)
+        self.child_point.set_vel(self._parent_frame, self.speeds[0] * axis)
+        self.child.masscenter.set_vel(self._parent_frame, self.speeds[0] * axis)
+
+
+class CylindricalJoint(Joint):
+    """Cylindrical Joint.
+
+    .. image:: CylindricalJoint.svg
+        :align: center
+        :width: 600
+
+    Explanation
+    ===========
+
+    A cylindrical joint is defined such that the child body both rotates about
+    and translates along the body-fixed joint axis with respect to the parent
+    body. The joint axis is both the rotation axis and translation axis. The
+    location of the joint is defined by two points, one in each body, which
+    coincide when the generalized coordinate corresponding to the translation is
+    zero. The direction cosine matrix between the child interframe and parent
+    interframe is formed using a simple rotation about the joint axis. The page
+    on the joints framework gives a more detailed explanation of the
+    intermediate frames.
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    rotation_coordinate : dynamicsymbol, optional
+        Generalized coordinate corresponding to the rotation angle. The default
+        value is ``dynamicsymbols(f'q0_{joint.name}')``.
+    translation_coordinate : dynamicsymbol, optional
+        Generalized coordinate corresponding to the translation distance. The
+        default value is ``dynamicsymbols(f'q1_{joint.name}')``.
+    rotation_speed : dynamicsymbol, optional
+        Generalized speed corresponding to the angular velocity. The default
+        value is ``dynamicsymbols(f'u0_{joint.name}')``.
+    translation_speed : dynamicsymbol, optional
+        Generalized speed corresponding to the translation velocity. The default
+        value is ``dynamicsymbols(f'u1_{joint.name}')``.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+    joint_axis : Vector, optional
+        The rotation as well as translation axis. Note that the components of
+        this axis are the same in the parent_interframe and child_interframe.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    rotation_coordinate : dynamicsymbol
+        Generalized coordinate corresponding to the rotation angle.
+    translation_coordinate : dynamicsymbol
+        Generalized coordinate corresponding to the translation distance.
+    rotation_speed : dynamicsymbol
+        Generalized speed corresponding to the angular velocity.
+    translation_speed : dynamicsymbol
+        Generalized speed corresponding to the translation velocity.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+    joint_axis : Vector
+        The axis of rotation and translation.
+
+    Examples
+    =========
+
+    A single cylindrical joint is created between two bodies and has the
+    following basic attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, CylindricalJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = CylindricalJoint('PC', parent, child)
+    >>> joint
+    CylindricalJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.parent_axis
+    P_frame.x
+    >>> joint.child_axis
+    C_frame.x
+    >>> joint.coordinates
+    Matrix([
+    [q0_PC(t)],
+    [q1_PC(t)]])
+    >>> joint.speeds
+    Matrix([
+    [u0_PC(t)],
+    [u1_PC(t)]])
+    >>> child.frame.ang_vel_in(parent.frame)
+    u0_PC(t)*P_frame.x
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [1,              0,             0],
+    [0,  cos(q0_PC(t)), sin(q0_PC(t))],
+    [0, -sin(q0_PC(t)), cos(q0_PC(t))]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    q1_PC(t)*P_frame.x
+    >>> child.masscenter.vel(parent.frame)
+    u1_PC(t)*P_frame.x
+
+    To further demonstrate the use of the cylindrical joint, the kinematics of
+    two cylindrical joints perpendicular to each other can be created as follows.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import RigidBody, CylindricalJoint
+    >>> r, l, w = symbols('r l w')
+
+    First create bodies to represent the fixed floor with a fixed pole on it.
+    The second body represents a freely moving tube around that pole. The third
+    body represents a solid flag freely translating along and rotating around
+    the Y axis of the tube.
+
+    >>> floor = RigidBody('floor')
+    >>> tube = RigidBody('tube')
+    >>> flag = RigidBody('flag')
+
+    The first joint will connect the first tube to the floor with it translating
+    along and rotating around the Z axis of both bodies.
+
+    >>> floor_joint = CylindricalJoint('C1', floor, tube, joint_axis=floor.z)
+
+    The second joint will connect the tube perpendicular to the flag along the Y
+    axis of both the tube and the flag, with the joint located at a distance
+    ``r`` from the tube's center of mass and a combination of the distances
+    ``l`` and ``w`` from the flag's center of mass.
+
+    >>> flag_joint = CylindricalJoint('C2', tube, flag,
+    ...                               parent_point=r * tube.y,
+    ...                               child_point=-w * flag.y + l * flag.z,
+    ...                               joint_axis=tube.y)
+
+    Once the joints are established the kinematics of the connected bodies can
+    be accessed. First the direction cosine matrices of both the body and the
+    flag relative to the floor are found:
+
+    >>> tube.frame.dcm(floor.frame)
+    Matrix([
+    [ cos(q0_C1(t)), sin(q0_C1(t)), 0],
+    [-sin(q0_C1(t)), cos(q0_C1(t)), 0],
+    [             0,             0, 1]])
+    >>> flag.frame.dcm(floor.frame)
+    Matrix([
+    [cos(q0_C1(t))*cos(q0_C2(t)), sin(q0_C1(t))*cos(q0_C2(t)), -sin(q0_C2(t))],
+    [             -sin(q0_C1(t)),               cos(q0_C1(t)),              0],
+    [sin(q0_C2(t))*cos(q0_C1(t)), sin(q0_C1(t))*sin(q0_C2(t)),  cos(q0_C2(t))]])
+
+    The position of the flag's center of mass is found with:
+
+    >>> flag.masscenter.pos_from(floor.masscenter)
+    q1_C1(t)*floor_frame.z + (r + q1_C2(t))*tube_frame.y + w*flag_frame.y - l*flag_frame.z
+
+    The angular velocities of the two tubes can be computed with respect to the
+    floor.
+
+    >>> tube.frame.ang_vel_in(floor.frame)
+    u0_C1(t)*floor_frame.z
+    >>> flag.frame.ang_vel_in(floor.frame)
+    u0_C1(t)*floor_frame.z + u0_C2(t)*tube_frame.y
+
+    Finally, the linear velocities of the two tube centers of mass can be
+    computed with respect to the floor, while expressed in the tube's frame.
+
+    >>> tube.masscenter.vel(floor.frame).to_matrix(tube.frame)
+    Matrix([
+    [       0],
+    [       0],
+    [u1_C1(t)]])
+    >>> flag.masscenter.vel(floor.frame).to_matrix(tube.frame).simplify()
+    Matrix([
+    [-l*u0_C2(t)*cos(q0_C2(t)) - r*u0_C1(t) - w*u0_C1(t) - q1_C2(t)*u0_C1(t)],
+    [                    -l*u0_C1(t)*sin(q0_C2(t)) + Derivative(q1_C2(t), t)],
+    [                                    l*u0_C2(t)*sin(q0_C2(t)) + u1_C1(t)]])
+
+    """
+
+    def __init__(self, name, parent, child, rotation_coordinate=None,
+                 translation_coordinate=None, rotation_speed=None,
+                 translation_speed=None, parent_point=None, child_point=None,
+                 parent_interframe=None, child_interframe=None,
+                 joint_axis=None):
+        self._joint_axis = joint_axis
+        coordinates = (rotation_coordinate, translation_coordinate)
+        speeds = (rotation_speed, translation_speed)
+        super().__init__(name, parent, child, coordinates, speeds,
+                         parent_point, child_point,
+                         parent_interframe=parent_interframe,
+                         child_interframe=child_interframe)
+
+    def __str__(self):
+        return (f'CylindricalJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    @property
+    def joint_axis(self):
+        """Axis about and along which the rotation and translation occurs."""
+        return self._joint_axis
+
+    @property
+    def rotation_coordinate(self):
+        """Generalized coordinate corresponding to the rotation angle."""
+        return self.coordinates[0]
+
+    @property
+    def translation_coordinate(self):
+        """Generalized coordinate corresponding to the translation distance."""
+        return self.coordinates[1]
+
+    @property
+    def rotation_speed(self):
+        """Generalized speed corresponding to the angular velocity."""
+        return self.speeds[0]
+
+    @property
+    def translation_speed(self):
+        """Generalized speed corresponding to the translation velocity."""
+        return self.speeds[1]
+
+    def _generate_coordinates(self, coordinates):
+        return self._fill_coordinate_list(coordinates, 2, 'q')
+
+    def _generate_speeds(self, speeds):
+        return self._fill_coordinate_list(speeds, 2, 'u')
+
+    def _orient_frames(self):
+        self._joint_axis = self._axis(self.joint_axis, self.parent_interframe)
+        self.child_interframe.orient_axis(
+            self.parent_interframe, self.joint_axis, self.rotation_coordinate)
+
+    def _set_angular_velocity(self):
+        self.child_interframe.set_ang_vel(
+            self.parent_interframe,
+            self.rotation_speed * self.joint_axis.normalize())
+
+    def _set_linear_velocity(self):
+        self.child_point.set_pos(
+            self.parent_point,
+            self.translation_coordinate * self.joint_axis.normalize())
+        self.parent_point.set_vel(self._parent_frame, 0)
+        self.child_point.set_vel(self._child_frame, 0)
+        self.child_point.set_vel(
+            self._parent_frame,
+            self.translation_speed * self.joint_axis.normalize())
+        self.child.masscenter.v2pt_theory(self.child_point, self._parent_frame,
+                                          self.child_interframe)
+
+
+class PlanarJoint(Joint):
+    """Planar Joint.
+
+    .. raw:: html
+        :file: ../../../doc/src/modules/physics/mechanics/api/PlanarJoint.svg
+
+    Explanation
+    ===========
+
+    A planar joint is defined such that the child body translates over a fixed
+    plane of the parent body as well as rotate about the rotation axis, which
+    is perpendicular to that plane. The origin of this plane is the
+    ``parent_point`` and the plane is spanned by two nonparallel planar vectors.
+    The location of the ``child_point`` is based on the planar vectors
+    ($\\vec{v}_1$, $\\vec{v}_2$) and generalized coordinates ($q_1$, $q_2$),
+    i.e. $\\vec{r} = q_1 \\hat{v}_1 + q_2 \\hat{v}_2$. The direction cosine
+    matrix between the ``child_interframe`` and ``parent_interframe`` is formed
+    using a simple rotation ($q_0$) about the rotation axis.
+
+    In order to simplify the definition of the ``PlanarJoint``, the
+    ``rotation_axis`` and ``planar_vectors`` are set to be the unit vectors of
+    the ``parent_interframe`` according to the table below. This ensures that
+    you can only define these vectors by creating a separate frame and supplying
+    that as the interframe. If you however would only like to supply the normals
+    of the plane with respect to the parent and child bodies, then you can also
+    supply those to the ``parent_interframe`` and ``child_interframe``
+    arguments. An example of both of these cases is in the examples section
+    below and the page on the joints framework provides a more detailed
+    explanation of the intermediate frames.
+
+    .. list-table::
+
+        * - ``rotation_axis``
+          - ``parent_interframe.x``
+        * - ``planar_vectors[0]``
+          - ``parent_interframe.y``
+        * - ``planar_vectors[1]``
+          - ``parent_interframe.z``
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    rotation_coordinate : dynamicsymbol, optional
+        Generalized coordinate corresponding to the rotation angle. The default
+        value is ``dynamicsymbols(f'q0_{joint.name}')``.
+    planar_coordinates : iterable of dynamicsymbols, optional
+        Two generalized coordinates used for the planar translation. The default
+        value is ``dynamicsymbols(f'q1_{joint.name} q2_{joint.name}')``.
+    rotation_speed : dynamicsymbol, optional
+        Generalized speed corresponding to the angular velocity. The default
+        value is ``dynamicsymbols(f'u0_{joint.name}')``.
+    planar_speeds : dynamicsymbols, optional
+        Two generalized speeds used for the planar translation velocity. The
+        default value is ``dynamicsymbols(f'u1_{joint.name} u2_{joint.name}')``.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    rotation_coordinate : dynamicsymbol
+        Generalized coordinate corresponding to the rotation angle.
+    planar_coordinates : Matrix
+        Two generalized coordinates used for the planar translation.
+    rotation_speed : dynamicsymbol
+        Generalized speed corresponding to the angular velocity.
+    planar_speeds : Matrix
+        Two generalized speeds used for the planar translation velocity.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+    rotation_axis : Vector
+        The axis about which the rotation occurs.
+    planar_vectors : list
+        The vectors that describe the planar translation directions.
+
+    Examples
+    =========
+
+    A single planar joint is created between two bodies and has the following
+    basic attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, PlanarJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = PlanarJoint('PC', parent, child)
+    >>> joint
+    PlanarJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.rotation_axis
+    P_frame.x
+    >>> joint.planar_vectors
+    [P_frame.y, P_frame.z]
+    >>> joint.rotation_coordinate
+    q0_PC(t)
+    >>> joint.planar_coordinates
+    Matrix([
+    [q1_PC(t)],
+    [q2_PC(t)]])
+    >>> joint.coordinates
+    Matrix([
+    [q0_PC(t)],
+    [q1_PC(t)],
+    [q2_PC(t)]])
+    >>> joint.rotation_speed
+    u0_PC(t)
+    >>> joint.planar_speeds
+    Matrix([
+    [u1_PC(t)],
+    [u2_PC(t)]])
+    >>> joint.speeds
+    Matrix([
+    [u0_PC(t)],
+    [u1_PC(t)],
+    [u2_PC(t)]])
+    >>> child.frame.ang_vel_in(parent.frame)
+    u0_PC(t)*P_frame.x
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [1,              0,             0],
+    [0,  cos(q0_PC(t)), sin(q0_PC(t))],
+    [0, -sin(q0_PC(t)), cos(q0_PC(t))]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    q1_PC(t)*P_frame.y + q2_PC(t)*P_frame.z
+    >>> child.masscenter.vel(parent.frame)
+    u1_PC(t)*P_frame.y + u2_PC(t)*P_frame.z
+
+    To further demonstrate the use of the planar joint, the kinematics of a
+    block sliding on a slope, can be created as follows.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import PlanarJoint, RigidBody, ReferenceFrame
+    >>> a, d, h = symbols('a d h')
+
+    First create bodies to represent the slope and the block.
+
+    >>> ground = RigidBody('G')
+    >>> block = RigidBody('B')
+
+    To define the slope you can either define the plane by specifying the
+    ``planar_vectors`` or/and the ``rotation_axis``. However it is advisable to
+    create a rotated intermediate frame, so that the ``parent_vectors`` and
+    ``rotation_axis`` will be the unit vectors of this intermediate frame.
+
+    >>> slope = ReferenceFrame('A')
+    >>> slope.orient_axis(ground.frame, ground.y, a)
+
+    The planar joint can be created using these bodies and intermediate frame.
+    We can specify the origin of the slope to be ``d`` above the slope's center
+    of mass and the block's center of mass to be a distance ``h`` above the
+    slope's surface. Note that we can specify the normal of the plane using the
+    rotation axis argument.
+
+    >>> joint = PlanarJoint('PC', ground, block, parent_point=d * ground.x,
+    ...                     child_point=-h * block.x, parent_interframe=slope)
+
+    Once the joint is established the kinematics of the bodies can be accessed.
+    First the ``rotation_axis``, which is normal to the plane and the
+    ``plane_vectors``, can be found.
+
+    >>> joint.rotation_axis
+    A.x
+    >>> joint.planar_vectors
+    [A.y, A.z]
+
+    The direction cosine matrix of the block with respect to the ground can be
+    found with:
+
+    >>> block.frame.dcm(ground.frame)
+    Matrix([
+    [              cos(a),              0,              -sin(a)],
+    [sin(a)*sin(q0_PC(t)),  cos(q0_PC(t)), sin(q0_PC(t))*cos(a)],
+    [sin(a)*cos(q0_PC(t)), -sin(q0_PC(t)), cos(a)*cos(q0_PC(t))]])
+
+    The angular velocity of the block can be computed with respect to the
+    ground.
+
+    >>> block.frame.ang_vel_in(ground.frame)
+    u0_PC(t)*A.x
+
+    The position of the block's center of mass can be found with:
+
+    >>> block.masscenter.pos_from(ground.masscenter)
+    d*G_frame.x + h*B_frame.x + q1_PC(t)*A.y + q2_PC(t)*A.z
+
+    Finally, the linear velocity of the block's center of mass can be
+    computed with respect to the ground.
+
+    >>> block.masscenter.vel(ground.frame)
+    u1_PC(t)*A.y + u2_PC(t)*A.z
+
+    In some cases it could be your preference to only define the normals of the
+    plane with respect to both bodies. This can most easily be done by supplying
+    vectors to the ``interframe`` arguments. What will happen in this case is
+    that an interframe will be created with its ``x`` axis aligned with the
+    provided vector. For a further explanation of how this is done see the notes
+    of the ``Joint`` class. In the code below, the above example (with the block
+    on the slope) is recreated by supplying vectors to the interframe arguments.
+    Note that the previously described option is however more computationally
+    efficient, because the algorithm now has to compute the rotation angle
+    between the provided vector and the 'x' axis.
+
+    >>> from sympy import symbols, cos, sin
+    >>> from sympy.physics.mechanics import PlanarJoint, RigidBody
+    >>> a, d, h = symbols('a d h')
+    >>> ground = RigidBody('G')
+    >>> block = RigidBody('B')
+    >>> joint = PlanarJoint(
+    ...     'PC', ground, block, parent_point=d * ground.x,
+    ...     child_point=-h * block.x, child_interframe=block.x,
+    ...     parent_interframe=cos(a) * ground.x + sin(a) * ground.z)
+    >>> block.frame.dcm(ground.frame).simplify()
+    Matrix([
+    [               cos(a),              0,               sin(a)],
+    [-sin(a)*sin(q0_PC(t)),  cos(q0_PC(t)), sin(q0_PC(t))*cos(a)],
+    [-sin(a)*cos(q0_PC(t)), -sin(q0_PC(t)), cos(a)*cos(q0_PC(t))]])
+
+    """
+
+    def __init__(self, name, parent, child, rotation_coordinate=None,
+                 planar_coordinates=None, rotation_speed=None,
+                 planar_speeds=None, parent_point=None, child_point=None,
+                 parent_interframe=None, child_interframe=None):
+        # A ready to merge implementation of setting the planar_vectors and
+        # rotation_axis was added and removed in PR #24046
+        coordinates = (rotation_coordinate, planar_coordinates)
+        speeds = (rotation_speed, planar_speeds)
+        super().__init__(name, parent, child, coordinates, speeds,
+                         parent_point, child_point,
+                         parent_interframe=parent_interframe,
+                         child_interframe=child_interframe)
+
+    def __str__(self):
+        return (f'PlanarJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    @property
+    def rotation_coordinate(self):
+        """Generalized coordinate corresponding to the rotation angle."""
+        return self.coordinates[0]
+
+    @property
+    def planar_coordinates(self):
+        """Two generalized coordinates used for the planar translation."""
+        return self.coordinates[1:, 0]
+
+    @property
+    def rotation_speed(self):
+        """Generalized speed corresponding to the angular velocity."""
+        return self.speeds[0]
+
+    @property
+    def planar_speeds(self):
+        """Two generalized speeds used for the planar translation velocity."""
+        return self.speeds[1:, 0]
+
+    @property
+    def rotation_axis(self):
+        """The axis about which the rotation occurs."""
+        return self.parent_interframe.x
+
+    @property
+    def planar_vectors(self):
+        """The vectors that describe the planar translation directions."""
+        return [self.parent_interframe.y, self.parent_interframe.z]
+
+    def _generate_coordinates(self, coordinates):
+        rotation_speed = self._fill_coordinate_list(coordinates[0], 1, 'q',
+                                                    number_single=True)
+        planar_speeds = self._fill_coordinate_list(coordinates[1], 2, 'q', 1)
+        return rotation_speed.col_join(planar_speeds)
+
+    def _generate_speeds(self, speeds):
+        rotation_speed = self._fill_coordinate_list(speeds[0], 1, 'u',
+                                                    number_single=True)
+        planar_speeds = self._fill_coordinate_list(speeds[1], 2, 'u', 1)
+        return rotation_speed.col_join(planar_speeds)
+
+    def _orient_frames(self):
+        self.child_interframe.orient_axis(
+            self.parent_interframe, self.rotation_axis,
+            self.rotation_coordinate)
+
+    def _set_angular_velocity(self):
+        self.child_interframe.set_ang_vel(
+            self.parent_interframe,
+            self.rotation_speed * self.rotation_axis)
+
+    def _set_linear_velocity(self):
+        self.child_point.set_pos(
+            self.parent_point,
+            self.planar_coordinates[0] * self.planar_vectors[0] +
+            self.planar_coordinates[1] * self.planar_vectors[1])
+        self.parent_point.set_vel(self.parent_interframe, 0)
+        self.child_point.set_vel(self.child_interframe, 0)
+        self.child_point.set_vel(
+            self._parent_frame, self.planar_speeds[0] * self.planar_vectors[0] +
+            self.planar_speeds[1] * self.planar_vectors[1])
+        self.child.masscenter.v2pt_theory(self.child_point, self._parent_frame,
+                                          self._child_frame)
+
+
+class SphericalJoint(Joint):
+    """Spherical (Ball-and-Socket) Joint.
+
+    .. image:: SphericalJoint.svg
+        :align: center
+        :width: 600
+
+    Explanation
+    ===========
+
+    A spherical joint is defined such that the child body is free to rotate in
+    any direction, without allowing a translation of the ``child_point``. As can
+    also be seen in the image, the ``parent_point`` and ``child_point`` are
+    fixed on top of each other, i.e. the ``joint_point``. This rotation is
+    defined using the :func:`parent_interframe.orient(child_interframe,
+    rot_type, amounts, rot_order)
+    <sympy.physics.vector.frame.ReferenceFrame.orient>` method. The default
+    rotation consists of three relative rotations, i.e. body-fixed rotations.
+    Based on the direction cosine matrix following from these rotations, the
+    angular velocity is computed based on the generalized coordinates and
+    generalized speeds.
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    coordinates: iterable of dynamicsymbols, optional
+        Generalized coordinates of the joint.
+    speeds : iterable of dynamicsymbols, optional
+        Generalized speeds of joint.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+    rot_type : str, optional
+        The method used to generate the direction cosine matrix. Supported
+        methods are:
+
+        - ``'Body'``: three successive rotations about new intermediate axes,
+          also called "Euler and Tait-Bryan angles"
+        - ``'Space'``: three successive rotations about the parent frames' unit
+          vectors
+
+        The default method is ``'Body'``.
+    amounts :
+        Expressions defining the rotation angles or direction cosine matrix.
+        These must match the ``rot_type``. See examples below for details. The
+        input types are:
+
+        - ``'Body'``: 3-tuple of expressions, symbols, or functions
+        - ``'Space'``: 3-tuple of expressions, symbols, or functions
+
+        The default amounts are the given ``coordinates``.
+    rot_order : str or int, optional
+        If applicable, the order of the successive of rotations. The string
+        ``'123'`` and integer ``123`` are equivalent, for example. Required for
+        ``'Body'`` and ``'Space'``. The default value is ``123``.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+
+    Examples
+    =========
+
+    A single spherical joint is created from two bodies and has the following
+    basic attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, SphericalJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = SphericalJoint('PC', parent, child)
+    >>> joint
+    SphericalJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.parent_interframe
+    P_frame
+    >>> joint.child_interframe
+    C_frame
+    >>> joint.coordinates
+    Matrix([
+    [q0_PC(t)],
+    [q1_PC(t)],
+    [q2_PC(t)]])
+    >>> joint.speeds
+    Matrix([
+    [u0_PC(t)],
+    [u1_PC(t)],
+    [u2_PC(t)]])
+    >>> child.frame.ang_vel_in(parent.frame).to_matrix(child.frame)
+    Matrix([
+    [ u0_PC(t)*cos(q1_PC(t))*cos(q2_PC(t)) + u1_PC(t)*sin(q2_PC(t))],
+    [-u0_PC(t)*sin(q2_PC(t))*cos(q1_PC(t)) + u1_PC(t)*cos(q2_PC(t))],
+    [                             u0_PC(t)*sin(q1_PC(t)) + u2_PC(t)]])
+    >>> child.frame.x.to_matrix(parent.frame)
+    Matrix([
+    [                                            cos(q1_PC(t))*cos(q2_PC(t))],
+    [sin(q0_PC(t))*sin(q1_PC(t))*cos(q2_PC(t)) + sin(q2_PC(t))*cos(q0_PC(t))],
+    [sin(q0_PC(t))*sin(q2_PC(t)) - sin(q1_PC(t))*cos(q0_PC(t))*cos(q2_PC(t))]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    0
+
+    To further demonstrate the use of the spherical joint, the kinematics of a
+    spherical joint with a ZXZ rotation can be created as follows.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import RigidBody, SphericalJoint
+    >>> l1 = symbols('l1')
+
+    First create bodies to represent the fixed floor and a pendulum bob.
+
+    >>> floor = RigidBody('F')
+    >>> bob = RigidBody('B')
+
+    The joint will connect the bob to the floor, with the joint located at a
+    distance of ``l1`` from the child's center of mass and the rotation set to a
+    body-fixed ZXZ rotation.
+
+    >>> joint = SphericalJoint('S', floor, bob, child_point=l1 * bob.y,
+    ...                        rot_type='body', rot_order='ZXZ')
+
+    Now that the joint is established, the kinematics of the connected body can
+    be accessed.
+
+    The position of the bob's masscenter is found with:
+
+    >>> bob.masscenter.pos_from(floor.masscenter)
+    - l1*B_frame.y
+
+    The angular velocities of the pendulum link can be computed with respect to
+    the floor.
+
+    >>> bob.frame.ang_vel_in(floor.frame).to_matrix(
+    ...     floor.frame).simplify()
+    Matrix([
+    [u1_S(t)*cos(q0_S(t)) + u2_S(t)*sin(q0_S(t))*sin(q1_S(t))],
+    [u1_S(t)*sin(q0_S(t)) - u2_S(t)*sin(q1_S(t))*cos(q0_S(t))],
+    [                          u0_S(t) + u2_S(t)*cos(q1_S(t))]])
+
+    Finally, the linear velocity of the bob's center of mass can be computed.
+
+    >>> bob.masscenter.vel(floor.frame).to_matrix(bob.frame)
+    Matrix([
+    [                           l1*(u0_S(t)*cos(q1_S(t)) + u2_S(t))],
+    [                                                             0],
+    [-l1*(u0_S(t)*sin(q1_S(t))*sin(q2_S(t)) + u1_S(t)*cos(q2_S(t)))]])
+
+    """
+    def __init__(self, name, parent, child, coordinates=None, speeds=None,
+                 parent_point=None, child_point=None, parent_interframe=None,
+                 child_interframe=None, rot_type='BODY', amounts=None,
+                 rot_order=123):
+        self._rot_type = rot_type
+        self._amounts = amounts
+        self._rot_order = rot_order
+        super().__init__(name, parent, child, coordinates, speeds,
+                         parent_point, child_point,
+                         parent_interframe=parent_interframe,
+                         child_interframe=child_interframe)
+
+    def __str__(self):
+        return (f'SphericalJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    def _generate_coordinates(self, coordinates):
+        return self._fill_coordinate_list(coordinates, 3, 'q')
+
+    def _generate_speeds(self, speeds):
+        return self._fill_coordinate_list(speeds, len(self.coordinates), 'u')
+
+    def _orient_frames(self):
+        supported_rot_types = ('BODY', 'SPACE')
+        if self._rot_type.upper() not in supported_rot_types:
+            raise NotImplementedError(
+                f'Rotation type "{self._rot_type}" is not implemented. '
+                f'Implemented rotation types are: {supported_rot_types}')
+        amounts = self.coordinates if self._amounts is None else self._amounts
+        self.child_interframe.orient(self.parent_interframe, self._rot_type,
+                                     amounts, self._rot_order)
+
+    def _set_angular_velocity(self):
+        t = dynamicsymbols._t
+        vel = self.child_interframe.ang_vel_in(self.parent_interframe).xreplace(
+            {q.diff(t): u for q, u in zip(self.coordinates, self.speeds)}
+        )
+        self.child_interframe.set_ang_vel(self.parent_interframe, vel)
+
+    def _set_linear_velocity(self):
+        self.child_point.set_pos(self.parent_point, 0)
+        self.parent_point.set_vel(self._parent_frame, 0)
+        self.child_point.set_vel(self._child_frame, 0)
+        self.child.masscenter.v2pt_theory(self.parent_point, self._parent_frame,
+                                          self._child_frame)
+
+
+class WeldJoint(Joint):
+    """Weld Joint.
+
+    .. raw:: html
+        :file: ../../../doc/src/modules/physics/mechanics/api/WeldJoint.svg
+
+    Explanation
+    ===========
+
+    A weld joint is defined such that there is no relative motion between the
+    child and parent bodies. The direction cosine matrix between the attachment
+    frame (``parent_interframe`` and ``child_interframe``) is the identity
+    matrix and the attachment points (``parent_point`` and ``child_point``) are
+    coincident. The page on the joints framework gives a more detailed
+    explanation of the intermediate frames.
+
+    Parameters
+    ==========
+
+    name : string
+        A unique name for the joint.
+    parent : Particle or RigidBody
+        The parent body of joint.
+    child : Particle or RigidBody
+        The child body of joint.
+    parent_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the parent body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the parent's mass
+        center.
+    child_point : Point or Vector, optional
+        Attachment point where the joint is fixed to the child body. If a
+        vector is provided, then the attachment point is computed by adding the
+        vector to the body's mass center. The default value is the child's mass
+        center.
+    parent_interframe : ReferenceFrame, optional
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the parent's own frame.
+    child_interframe : ReferenceFrame, optional
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated. If a Vector is provided then an interframe
+        is created which aligns its X axis with the given vector. The default
+        value is the child's own frame.
+
+    Attributes
+    ==========
+
+    name : string
+        The joint's name.
+    parent : Particle or RigidBody
+        The joint's parent body.
+    child : Particle or RigidBody
+        The joint's child body.
+    coordinates : Matrix
+        Matrix of the joint's generalized coordinates. The default value is
+        ``dynamicsymbols(f'q_{joint.name}')``.
+    speeds : Matrix
+        Matrix of the joint's generalized speeds. The default value is
+        ``dynamicsymbols(f'u_{joint.name}')``.
+    parent_point : Point
+        Attachment point where the joint is fixed to the parent body.
+    child_point : Point
+        Attachment point where the joint is fixed to the child body.
+    parent_interframe : ReferenceFrame
+        Intermediate frame of the parent body with respect to which the joint
+        transformation is formulated.
+    child_interframe : ReferenceFrame
+        Intermediate frame of the child body with respect to which the joint
+        transformation is formulated.
+    kdes : Matrix
+        Kinematical differential equations of the joint.
+
+    Examples
+    =========
+
+    A single weld joint is created from two bodies and has the following basic
+    attributes:
+
+    >>> from sympy.physics.mechanics import RigidBody, WeldJoint
+    >>> parent = RigidBody('P')
+    >>> parent
+    P
+    >>> child = RigidBody('C')
+    >>> child
+    C
+    >>> joint = WeldJoint('PC', parent, child)
+    >>> joint
+    WeldJoint: PC  parent: P  child: C
+    >>> joint.name
+    'PC'
+    >>> joint.parent
+    P
+    >>> joint.child
+    C
+    >>> joint.parent_point
+    P_masscenter
+    >>> joint.child_point
+    C_masscenter
+    >>> joint.coordinates
+    Matrix(0, 0, [])
+    >>> joint.speeds
+    Matrix(0, 0, [])
+    >>> child.frame.ang_vel_in(parent.frame)
+    0
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [1, 0, 0],
+    [0, 1, 0],
+    [0, 0, 1]])
+    >>> joint.child_point.pos_from(joint.parent_point)
+    0
+
+    To further demonstrate the use of the weld joint, two relatively-fixed
+    bodies rotated by a quarter turn about the Y axis can be created as follows:
+
+    >>> from sympy import symbols, pi
+    >>> from sympy.physics.mechanics import ReferenceFrame, RigidBody, WeldJoint
+    >>> l1, l2 = symbols('l1 l2')
+
+    First create the bodies to represent the parent and rotated child body.
+
+    >>> parent = RigidBody('P')
+    >>> child = RigidBody('C')
+
+    Next the intermediate frame specifying the fixed rotation with respect to
+    the parent can be created.
+
+    >>> rotated_frame = ReferenceFrame('Pr')
+    >>> rotated_frame.orient_axis(parent.frame, parent.y, pi / 2)
+
+    The weld between the parent body and child body is located at a distance
+    ``l1`` from the parent's center of mass in the X direction and ``l2`` from
+    the child's center of mass in the child's negative X direction.
+
+    >>> weld = WeldJoint('weld', parent, child, parent_point=l1 * parent.x,
+    ...                  child_point=-l2 * child.x,
+    ...                  parent_interframe=rotated_frame)
+
+    Now that the joint has been established, the kinematics of the bodies can be
+    accessed. The direction cosine matrix of the child body with respect to the
+    parent can be found:
+
+    >>> child.frame.dcm(parent.frame)
+    Matrix([
+    [0, 0, -1],
+    [0, 1,  0],
+    [1, 0,  0]])
+
+    As can also been seen from the direction cosine matrix, the parent X axis is
+    aligned with the child's Z axis:
+    >>> parent.x == child.z
+    True
+
+    The position of the child's center of mass with respect to the parent's
+    center of mass can be found with:
+
+    >>> child.masscenter.pos_from(parent.masscenter)
+    l1*P_frame.x + l2*C_frame.x
+
+    The angular velocity of the child with respect to the parent is 0 as one
+    would expect.
+
+    >>> child.frame.ang_vel_in(parent.frame)
+    0
+
+    """
+
+    def __init__(self, name, parent, child, parent_point=None, child_point=None,
+                 parent_interframe=None, child_interframe=None):
+        super().__init__(name, parent, child, [], [], parent_point,
+                         child_point, parent_interframe=parent_interframe,
+                         child_interframe=child_interframe)
+        self._kdes = Matrix(1, 0, []).T  # Removes stackability problems #10770
+
+    def __str__(self):
+        return (f'WeldJoint: {self.name}  parent: {self.parent}  '
+                f'child: {self.child}')
+
+    def _generate_coordinates(self, coordinate):
+        return Matrix()
+
+    def _generate_speeds(self, speed):
+        return Matrix()
+
+    def _orient_frames(self):
+        self.child_interframe.orient_axis(self.parent_interframe,
+                                          self.parent_interframe.x, 0)
+
+    def _set_angular_velocity(self):
+        self.child_interframe.set_ang_vel(self.parent_interframe, 0)
+
+    def _set_linear_velocity(self):
+        self.child_point.set_pos(self.parent_point, 0)
+        self.parent_point.set_vel(self._parent_frame, 0)
+        self.child_point.set_vel(self._child_frame, 0)
+        self.child.masscenter.set_vel(self._parent_frame, 0)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/jointsmethod.py

@@ -0,0 +1,318 @@
+from sympy.physics.mechanics import (Body, Lagrangian, KanesMethod, LagrangesMethod,
+                                    RigidBody, Particle)
+from sympy.physics.mechanics.body_base import BodyBase
+from sympy.physics.mechanics.method import _Methods
+from sympy import Matrix
+from sympy.utilities.exceptions import sympy_deprecation_warning
+
+__all__ = ['JointsMethod']
+
+
+class JointsMethod(_Methods):
+    """Method for formulating the equations of motion using a set of interconnected bodies with joints.
+
+    .. deprecated:: 1.13
+        The JointsMethod class is deprecated. Its functionality has been
+        replaced by the new :class:`~.System` class.
+
+    Parameters
+    ==========
+
+    newtonion : Body or ReferenceFrame
+        The newtonion(inertial) frame.
+    *joints : Joint
+        The joints in the system
+
+    Attributes
+    ==========
+
+    q, u : iterable
+        Iterable of the generalized coordinates and speeds
+    bodies : iterable
+        Iterable of Body objects in the system.
+    loads : iterable
+        Iterable of (Point, vector) or (ReferenceFrame, vector) tuples
+        describing the forces on the system.
+    mass_matrix : Matrix, shape(n, n)
+        The system's mass matrix
+    forcing : Matrix, shape(n, 1)
+        The system's forcing vector
+    mass_matrix_full : Matrix, shape(2*n, 2*n)
+        The "mass matrix" for the u's and q's
+    forcing_full : Matrix, shape(2*n, 1)
+        The "forcing vector" for the u's and q's
+    method : KanesMethod or Lagrange's method
+        Method's object.
+    kdes : iterable
+        Iterable of kde in they system.
+
+    Examples
+    ========
+
+    As Body and JointsMethod have been deprecated, the following examples are
+    for illustrative purposes only. The functionality of Body is fully captured
+    by :class:`~.RigidBody` and :class:`~.Particle` and the functionality of
+    JointsMethod is fully captured by :class:`~.System`. To ignore the
+    deprecation warning we can use the ignore_warnings context manager.
+
+    >>> from sympy.utilities.exceptions import ignore_warnings
+
+    This is a simple example for a one degree of freedom translational
+    spring-mass-damper.
+
+    >>> from sympy import symbols
+    >>> from sympy.physics.mechanics import Body, JointsMethod, PrismaticJoint
+    >>> from sympy.physics.vector import dynamicsymbols
+    >>> c, k = symbols('c k')
+    >>> x, v = dynamicsymbols('x v')
+    >>> with ignore_warnings(DeprecationWarning):
+    ...     wall = Body('W')
+    ...     body = Body('B')
+    >>> J = PrismaticJoint('J', wall, body, coordinates=x, speeds=v)
+    >>> wall.apply_force(c*v*wall.x, reaction_body=body)
+    >>> wall.apply_force(k*x*wall.x, reaction_body=body)
+    >>> with ignore_warnings(DeprecationWarning):
+    ...     method = JointsMethod(wall, J)
+    >>> method.form_eoms()
+    Matrix([[-B_mass*Derivative(v(t), t) - c*v(t) - k*x(t)]])
+    >>> M = method.mass_matrix_full
+    >>> F = method.forcing_full
+    >>> rhs = M.LUsolve(F)
+    >>> rhs
+    Matrix([
+    [                     v(t)],
+    [(-c*v(t) - k*x(t))/B_mass]])
+
+    Notes
+    =====
+
+    ``JointsMethod`` currently only works with systems that do not have any
+    configuration or motion constraints.
+
+    """
+
+    def __init__(self, newtonion, *joints):
+        sympy_deprecation_warning(
+            """
+            The JointsMethod class is deprecated.
+            Its functionality has been replaced by the new System class.
+            """,
+            deprecated_since_version="1.13",
+            active_deprecations_target="deprecated-mechanics-jointsmethod"
+        )
+        if isinstance(newtonion, BodyBase):
+            self.frame = newtonion.frame
+        else:
+            self.frame = newtonion
+
+        self._joints = joints
+        self._bodies = self._generate_bodylist()
+        self._loads = self._generate_loadlist()
+        self._q = self._generate_q()
+        self._u = self._generate_u()
+        self._kdes = self._generate_kdes()
+
+        self._method = None
+
+    @property
+    def bodies(self):
+        """List of bodies in they system."""
+        return self._bodies
+
+    @property
+    def loads(self):
+        """List of loads on the system."""
+        return self._loads
+
+    @property
+    def q(self):
+        """List of the generalized coordinates."""
+        return self._q
+
+    @property
+    def u(self):
+        """List of the generalized speeds."""
+        return self._u
+
+    @property
+    def kdes(self):
+        """List of the generalized coordinates."""
+        return self._kdes
+
+    @property
+    def forcing_full(self):
+        """The "forcing vector" for the u's and q's."""
+        return self.method.forcing_full
+
+    @property
+    def mass_matrix_full(self):
+        """The "mass matrix" for the u's and q's."""
+        return self.method.mass_matrix_full
+
+    @property
+    def mass_matrix(self):
+        """The system's mass matrix."""
+        return self.method.mass_matrix
+
+    @property
+    def forcing(self):
+        """The system's forcing vector."""
+        return self.method.forcing
+
+    @property
+    def method(self):
+        """Object of method used to form equations of systems."""
+        return self._method
+
+    def _generate_bodylist(self):
+        bodies = []
+        for joint in self._joints:
+            if joint.child not in bodies:
+                bodies.append(joint.child)
+            if joint.parent not in bodies:
+                bodies.append(joint.parent)
+        return bodies
+
+    def _generate_loadlist(self):
+        load_list = []
+        for body in self.bodies:
+            if isinstance(body, Body):
+                load_list.extend(body.loads)
+        return load_list
+
+    def _generate_q(self):
+        q_ind = []
+        for joint in self._joints:
+            for coordinate in joint.coordinates:
+                if coordinate in q_ind:
+                    raise ValueError('Coordinates of joints should be unique.')
+                q_ind.append(coordinate)
+        return Matrix(q_ind)
+
+    def _generate_u(self):
+        u_ind = []
+        for joint in self._joints:
+            for speed in joint.speeds:
+                if speed in u_ind:
+                    raise ValueError('Speeds of joints should be unique.')
+                u_ind.append(speed)
+        return Matrix(u_ind)
+
+    def _generate_kdes(self):
+        kd_ind = Matrix(1, 0, []).T
+        for joint in self._joints:
+            kd_ind = kd_ind.col_join(joint.kdes)
+        return kd_ind
+
+    def _convert_bodies(self):
+        # Convert `Body` to `Particle` and `RigidBody`
+        bodylist = []
+        for body in self.bodies:
+            if not isinstance(body, Body):
+                bodylist.append(body)
+                continue
+            if body.is_rigidbody:
+                rb = RigidBody(body.name, body.masscenter, body.frame, body.mass,
+                    (body.central_inertia, body.masscenter))
+                rb.potential_energy = body.potential_energy
+                bodylist.append(rb)
+            else:
+                part = Particle(body.name, body.masscenter, body.mass)
+                part.potential_energy = body.potential_energy
+                bodylist.append(part)
+        return bodylist
+
+    def form_eoms(self, method=KanesMethod):
+        """Method to form system's equation of motions.
+
+        Parameters
+        ==========
+
+        method : Class
+            Class name of method.
+
+        Returns
+        ========
+
+        Matrix
+            Vector of equations of motions.
+
+        Examples
+        ========
+
+        As Body and JointsMethod have been deprecated, the following examples
+        are for illustrative purposes only. The functionality of Body is fully
+        captured by :class:`~.RigidBody` and :class:`~.Particle` and the
+        functionality of JointsMethod is fully captured by :class:`~.System`. To
+        ignore the deprecation warning we can use the ignore_warnings context
+        manager.
+
+        >>> from sympy.utilities.exceptions import ignore_warnings
+
+        This is a simple example for a one degree of freedom translational
+        spring-mass-damper.
+
+        >>> from sympy import S, symbols
+        >>> from sympy.physics.mechanics import LagrangesMethod, dynamicsymbols, Body
+        >>> from sympy.physics.mechanics import PrismaticJoint, JointsMethod
+        >>> q = dynamicsymbols('q')
+        >>> qd = dynamicsymbols('q', 1)
+        >>> m, k, b = symbols('m k b')
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     wall = Body('W')
+        ...     part = Body('P', mass=m)
+        >>> part.potential_energy = k * q**2 / S(2)
+        >>> J = PrismaticJoint('J', wall, part, coordinates=q, speeds=qd)
+        >>> wall.apply_force(b * qd * wall.x, reaction_body=part)
+        >>> with ignore_warnings(DeprecationWarning):
+        ...     method = JointsMethod(wall, J)
+        >>> method.form_eoms(LagrangesMethod)
+        Matrix([[b*Derivative(q(t), t) + k*q(t) + m*Derivative(q(t), (t, 2))]])
+
+        We can also solve for the states using the 'rhs' method.
+
+        >>> method.rhs()
+        Matrix([
+        [                Derivative(q(t), t)],
+        [(-b*Derivative(q(t), t) - k*q(t))/m]])
+
+        """
+
+        bodylist = self._convert_bodies()
+        if issubclass(method, LagrangesMethod): #LagrangesMethod or similar
+            L = Lagrangian(self.frame, *bodylist)
+            self._method = method(L, self.q, self.loads, bodylist, self.frame)
+        else: #KanesMethod or similar
+            self._method = method(self.frame, q_ind=self.q, u_ind=self.u, kd_eqs=self.kdes,
+                                    forcelist=self.loads, bodies=bodylist)
+        soln = self.method._form_eoms()
+        return soln
+
+    def rhs(self, inv_method=None):
+        """Returns equations that can be solved numerically.
+
+        Parameters
+        ==========
+
+        inv_method : str
+            The specific sympy inverse matrix calculation method to use. For a
+            list of valid methods, see
+            :meth:`~sympy.matrices.matrixbase.MatrixBase.inv`
+
+        Returns
+        ========
+
+        Matrix
+            Numerically solvable equations.
+
+        See Also
+        ========
+
+        sympy.physics.mechanics.kane.KanesMethod.rhs:
+            KanesMethod's rhs function.
+        sympy.physics.mechanics.lagrange.LagrangesMethod.rhs:
+            LagrangesMethod's rhs function.
+
+        """
+
+        return self.method.rhs(inv_method=inv_method)

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/kane.py

@@ -0,0 +1,859 @@
+from sympy import zeros, Matrix, diff, eye, linear_eq_to_matrix
+from sympy.core.sorting import default_sort_key
+from sympy.physics.vector import (ReferenceFrame, dynamicsymbols,
+                                  partial_velocity)
+from sympy.physics.mechanics.method import _Methods
+from sympy.physics.mechanics.particle import Particle
+from sympy.physics.mechanics.rigidbody import RigidBody
+from sympy.physics.mechanics.functions import (msubs, find_dynamicsymbols,
+                                               _f_list_parser,
+                                               _validate_coordinates,
+                                               _parse_linear_solver)
+from sympy.physics.mechanics.linearize import Linearizer
+from sympy.utilities.iterables import iterable
+
+
+__all__ = ['KanesMethod']
+
+
+class KanesMethod(_Methods):
+    r"""Kane's method object.
+
+    Explanation
+    ===========
+
+    This object is used to do the "book-keeping" as you go through and form
+    equations of motion in the way Kane presents in:
+    Kane, T., Levinson, D. Dynamics Theory and Applications. 1985 McGraw-Hill
+
+    The attributes are for equations in the form [M] udot = forcing.
+
+    Attributes
+    ==========
+
+    q, u : Matrix
+        Matrices of the generalized coordinates and speeds
+    bodies : iterable
+        Iterable of Particle and RigidBody objects in the system.
+    loads : iterable
+        Iterable of (Point, vector) or (ReferenceFrame, vector) tuples
+        describing the forces on the system.
+    auxiliary_eqs : Matrix
+        If applicable, the set of auxiliary Kane's
+        equations used to solve for non-contributing
+        forces.
+    mass_matrix : Matrix
+        The system's dynamics mass matrix: [k_d; k_dnh]
+    forcing : Matrix
+        The system's dynamics forcing vector: -[f_d; f_dnh]
+    mass_matrix_kin : Matrix
+        The "mass matrix" for kinematic differential equations: k_kqdot
+    forcing_kin : Matrix
+        The forcing vector for kinematic differential equations: -(k_ku*u + f_k)
+    mass_matrix_full : Matrix
+        The "mass matrix" for the u's and q's with dynamics and kinematics
+    forcing_full : Matrix
+        The "forcing vector" for the u's and q's with dynamics and kinematics
+
+    Parameters
+    ==========
+
+    frame : ReferenceFrame
+        The inertial reference frame for the system.
+    q_ind : iterable of dynamicsymbols
+        Independent generalized coordinates.
+    u_ind : iterable of dynamicsymbols
+        Independent generalized speeds.
+    kd_eqs : iterable of Expr, optional
+        Kinematic differential equations, which linearly relate the generalized
+        speeds to the time-derivatives of the generalized coordinates.
+    q_dependent : iterable of dynamicsymbols, optional
+        Dependent generalized coordinates.
+    configuration_constraints : iterable of Expr, optional
+        Constraints on the system's configuration, i.e. holonomic constraints.
+    u_dependent : iterable of dynamicsymbols, optional
+        Dependent generalized speeds.
+    velocity_constraints : iterable of Expr, optional
+        Constraints on the system's velocity, i.e. the combination of the
+        nonholonomic constraints and the time-derivative of the holonomic
+        constraints.
+    acceleration_constraints : iterable of Expr, optional
+        Constraints on the system's acceleration, by default these are the
+        time-derivative of the velocity constraints.
+    u_auxiliary : iterable of dynamicsymbols, optional
+        Auxiliary generalized speeds.
+    bodies : iterable of Particle and/or RigidBody, optional
+        The particles and rigid bodies in the system.
+    forcelist : iterable of tuple[Point | ReferenceFrame, Vector], optional
+        Forces and torques applied on the system.
+    explicit_kinematics : bool
+        Boolean whether the mass matrices and forcing vectors should use the
+        explicit form (default) or implicit form for kinematics.
+        See the notes for more details.
+    kd_eqs_solver : str, callable
+        Method used to solve the kinematic differential equations. If a string
+        is supplied, it should be a valid method that can be used with the
+        :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+        supplied, it should have the format ``f(A, rhs)``, where it solves the
+        equations and returns the solution. The default utilizes LU solve. See
+        the notes for more information.
+    constraint_solver : str, callable
+        Method used to solve the velocity constraints. If a string is
+        supplied, it should be a valid method that can be used with the
+        :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+        supplied, it should have the format ``f(A, rhs)``, where it solves the
+        equations and returns the solution. The default utilizes LU solve. See
+        the notes for more information.
+
+    Notes
+    =====
+
+    The mass matrices and forcing vectors related to kinematic equations
+    are given in the explicit form by default. In other words, the kinematic
+    mass matrix is $\mathbf{k_{k\dot{q}}} = \mathbf{I}$.
+    In order to get the implicit form of those matrices/vectors, you can set the
+    ``explicit_kinematics`` attribute to ``False``. So $\mathbf{k_{k\dot{q}}}$
+    is not necessarily an identity matrix. This can provide more compact
+    equations for non-simple kinematics.
+
+    Two linear solvers can be supplied to ``KanesMethod``: one for solving the
+    kinematic differential equations and one to solve the velocity constraints.
+    Both of these sets of equations can be expressed as a linear system ``Ax = rhs``,
+    which have to be solved in order to obtain the equations of motion.
+
+    The default solver ``'LU'``, which stands for LU solve, results relatively low
+    number of operations. The weakness of this method is that it can result in zero
+    division errors.
+
+    If zero divisions are encountered, a possible solver which may solve the problem
+    is ``"CRAMER"``. This method uses Cramer's rule to solve the system. This method
+    is slower and results in more operations than the default solver. However it only
+    uses a single division by default per entry of the solution.
+
+    While a valid list of solvers can be found at
+    :meth:`sympy.matrices.matrixbase.MatrixBase.solve`, it is also possible to supply a
+    `callable`. This way it is possible to use a different solver routine. If the
+    kinematic differential equations are not too complex it can be worth it to simplify
+    the solution by using ``lambda A, b: simplify(Matrix.LUsolve(A, b))``. Another
+    option solver one may use is :func:`sympy.solvers.solveset.linsolve`. This can be
+    done using `lambda A, b: tuple(linsolve((A, b)))[0]`, where we select the first
+    solution as our system should have only one unique solution.
+
+    Examples
+    ========
+
+    This is a simple example for a one degree of freedom translational
+    spring-mass-damper.
+
+    In this example, we first need to do the kinematics.
+    This involves creating generalized speeds and coordinates and their
+    derivatives.
+    Then we create a point and set its velocity in a frame.
+
+        >>> from sympy import symbols
+        >>> from sympy.physics.mechanics import dynamicsymbols, ReferenceFrame
+        >>> from sympy.physics.mechanics import Point, Particle, KanesMethod
+        >>> q, u = dynamicsymbols('q u')
+        >>> qd, ud = dynamicsymbols('q u', 1)
+        >>> m, c, k = symbols('m c k')
+        >>> N = ReferenceFrame('N')
+        >>> P = Point('P')
+        >>> P.set_vel(N, u * N.x)
+
+    Next we need to arrange/store information in the way that KanesMethod
+    requires. The kinematic differential equations should be an iterable of
+    expressions. A list of forces/torques must be constructed, where each entry
+    in the list is a (Point, Vector) or (ReferenceFrame, Vector) tuple, where
+    the Vectors represent the Force or Torque.
+    Next a particle needs to be created, and it needs to have a point and mass
+    assigned to it.
+    Finally, a list of all bodies and particles needs to be created.
+
+        >>> kd = [qd - u]
+        >>> FL = [(P, (-k * q - c * u) * N.x)]
+        >>> pa = Particle('pa', P, m)
+        >>> BL = [pa]
+
+    Finally we can generate the equations of motion.
+    First we create the KanesMethod object and supply an inertial frame,
+    coordinates, generalized speeds, and the kinematic differential equations.
+    Additional quantities such as configuration and motion constraints,
+    dependent coordinates and speeds, and auxiliary speeds are also supplied
+    here (see the online documentation).
+    Next we form FR* and FR to complete: Fr + Fr* = 0.
+    We have the equations of motion at this point.
+    It makes sense to rearrange them though, so we calculate the mass matrix and
+    the forcing terms, for E.o.M. in the form: [MM] udot = forcing, where MM is
+    the mass matrix, udot is a vector of the time derivatives of the
+    generalized speeds, and forcing is a vector representing "forcing" terms.
+
+        >>> KM = KanesMethod(N, q_ind=[q], u_ind=[u], kd_eqs=kd)
+        >>> (fr, frstar) = KM.kanes_equations(BL, FL)
+        >>> MM = KM.mass_matrix
+        >>> forcing = KM.forcing
+        >>> rhs = MM.inv() * forcing
+        >>> rhs
+        Matrix([[(-c*u(t) - k*q(t))/m]])
+        >>> KM.linearize(A_and_B=True)[0]
+        Matrix([
+        [   0,    1],
+        [-k/m, -c/m]])
+
+    Please look at the documentation pages for more information on how to
+    perform linearization and how to deal with dependent coordinates & speeds,
+    and how do deal with bringing non-contributing forces into evidence.
+
+    """
+
+    def __init__(self, frame, q_ind, u_ind, kd_eqs=None, q_dependent=None,
+                 configuration_constraints=None, u_dependent=None,
+                 velocity_constraints=None, acceleration_constraints=None,
+                 u_auxiliary=None, bodies=None, forcelist=None,
+                 explicit_kinematics=True, kd_eqs_solver='LU',
+                 constraint_solver='LU'):
+
+        """Please read the online documentation. """
+        if not q_ind:
+            q_ind = [dynamicsymbols('dummy_q')]
+            kd_eqs = [dynamicsymbols('dummy_kd')]
+
+        if not isinstance(frame, ReferenceFrame):
+            raise TypeError('An inertial ReferenceFrame must be supplied')
+        self._inertial = frame
+
+        self._fr = None
+        self._frstar = None
+
+        self._forcelist = forcelist
+        self._bodylist = bodies
+
+        self.explicit_kinematics = explicit_kinematics
+        self._constraint_solver = constraint_solver
+        self._initialize_vectors(q_ind, q_dependent, u_ind, u_dependent,
+                u_auxiliary)
+        _validate_coordinates(self.q, self.u)
+        self._initialize_kindiffeq_matrices(kd_eqs, kd_eqs_solver)
+        self._initialize_constraint_matrices(
+            configuration_constraints, velocity_constraints,
+            acceleration_constraints, constraint_solver)
+
+    def _initialize_vectors(self, q_ind, q_dep, u_ind, u_dep, u_aux):
+        """Initialize the coordinate and speed vectors."""
+
+        none_handler = lambda x: Matrix(x) if x else Matrix()
+
+        # Initialize generalized coordinates
+        q_dep = none_handler(q_dep)
+        if not iterable(q_ind):
+            raise TypeError('Generalized coordinates must be an iterable.')
+        if not iterable(q_dep):
+            raise TypeError('Dependent coordinates must be an iterable.')
+        q_ind = Matrix(q_ind)
+        self._qdep = q_dep
+        self._q = Matrix([q_ind, q_dep])
+        self._qdot = self.q.diff(dynamicsymbols._t)
+
+        # Initialize generalized speeds
+        u_dep = none_handler(u_dep)
+        if not iterable(u_ind):
+            raise TypeError('Generalized speeds must be an iterable.')
+        if not iterable(u_dep):
+            raise TypeError('Dependent speeds must be an iterable.')
+        u_ind = Matrix(u_ind)
+        self._udep = u_dep
+        self._u = Matrix([u_ind, u_dep])
+        self._udot = self.u.diff(dynamicsymbols._t)
+        self._uaux = none_handler(u_aux)
+
+    def _initialize_constraint_matrices(self, config, vel, acc, linear_solver='LU'):
+        """Initializes constraint matrices."""
+        linear_solver = _parse_linear_solver(linear_solver)
+        # Define vector dimensions
+        o = len(self.u)
+        m = len(self._udep)
+        p = o - m
+        none_handler = lambda x: Matrix(x) if x else Matrix()
+
+        # Initialize configuration constraints
+        config = none_handler(config)
+        if len(self._qdep) != len(config):
+            raise ValueError('There must be an equal number of dependent '
+                             'coordinates and configuration constraints.')
+        self._f_h = none_handler(config)
+
+        # Initialize velocity and acceleration constraints
+        vel = none_handler(vel)
+        acc = none_handler(acc)
+        if len(vel) != m:
+            raise ValueError('There must be an equal number of dependent '
+                             'speeds and velocity constraints.')
+        if acc and (len(acc) != m):
+            raise ValueError('There must be an equal number of dependent '
+                             'speeds and acceleration constraints.')
+        if vel:
+
+            # When calling kanes_equations, another class instance will be
+            # created if auxiliary u's are present. In this case, the
+            # computation of kinetic differential equation matrices will be
+            # skipped as this was computed during the original KanesMethod
+            # object, and the qd_u_map will not be available.
+            if self._qdot_u_map is not None:
+                vel = msubs(vel, self._qdot_u_map)
+            self._k_nh, f_nh_neg = linear_eq_to_matrix(vel, self.u[:])
+            self._f_nh = -f_nh_neg
+
+            # If no acceleration constraints given, calculate them.
+            if not acc:
+                _f_dnh = (self._k_nh.diff(dynamicsymbols._t) * self.u +
+                    self._f_nh.diff(dynamicsymbols._t))
+                if self._qdot_u_map is not None:
+                    _f_dnh = msubs(_f_dnh, self._qdot_u_map)
+                self._f_dnh = _f_dnh
+                self._k_dnh = self._k_nh
+            else:
+                if self._qdot_u_map is not None:
+                    acc = msubs(acc, self._qdot_u_map)
+
+                self._k_dnh, f_dnh_neg = linear_eq_to_matrix(acc, self._udot[:])
+                self._f_dnh = -f_dnh_neg
+            # Form of non-holonomic constraints is B*u + C = 0.
+            # We partition B into independent and dependent columns:
+            # Ars is then -B_dep.inv() * B_ind, and it relates dependent speeds
+            # to independent speeds as: udep = Ars*uind, neglecting the C term.
+            B_ind = self._k_nh[:, :p]
+            B_dep = self._k_nh[:, p:o]
+            self._Ars = -linear_solver(B_dep, B_ind)
+        else:
+            self._f_nh = Matrix()
+            self._k_nh = Matrix()
+            self._f_dnh = Matrix()
+            self._k_dnh = Matrix()
+            self._Ars = Matrix()
+
+    def _initialize_kindiffeq_matrices(self, kdeqs, linear_solver='LU'):
+        """Initialize the kinematic differential equation matrices.
+
+        Parameters
+        ==========
+        kdeqs : sequence of sympy expressions
+            Kinematic differential equations in the form of f(u,q',q,t) where
+            f() = 0. The equations have to be linear in the time-derivatives of
+            the generalized coordinates and in the generalized speeds.
+
+        """
+        linear_solver = _parse_linear_solver(linear_solver)
+        if kdeqs:
+            if len(self.q) != len(kdeqs):
+                raise ValueError('There must be an equal number of kinematic '
+                                 'differential equations and coordinates.')
+
+            u = self.u
+            qdot = self._qdot
+
+            kdeqs = Matrix(kdeqs)
+
+            u_zero = dict.fromkeys(u, 0)
+            uaux_zero = dict.fromkeys(self._uaux, 0)
+            qdot_zero = dict.fromkeys(qdot, 0)
+
+            # Extract the linear coefficient matrices as per the following
+            # equation:
+            #
+            # k_ku(q,t)*u(t) + k_kqdot(q,t)*q'(t) + f_k(q,t) = 0
+            #
+            k_ku = kdeqs.jacobian(u)
+            k_kqdot = kdeqs.jacobian(qdot)
+            f_k = kdeqs.xreplace(u_zero).xreplace(qdot_zero)
+
+            # The kinematic differential equations should be linear in both q'
+            # and u so check for u and q' in the components.
+            dy_syms = find_dynamicsymbols(k_ku.row_join(k_kqdot).row_join(f_k))
+            nonlin_vars = [vari for vari in u[:] + qdot[:] if vari in dy_syms]
+            if nonlin_vars:
+                msg = ('The provided kinematic differential equations are '
+                       'nonlinear in {}. They must be linear in the '
+                       'generalized speeds and derivatives of the generalized '
+                       'coordinates.')
+                raise ValueError(msg.format(nonlin_vars))
+
+            self._f_k_implicit = f_k.xreplace(uaux_zero)
+            self._k_ku_implicit = k_ku.xreplace(uaux_zero)
+            self._k_kqdot_implicit = k_kqdot
+
+            # Solve for q'(t) such that the coefficient matrices are now in
+            # this form:
+            #
+            # k_kqdot^-1*k_ku*u(t) + I*q'(t) + k_kqdot^-1*f_k = 0
+            #
+            # NOTE : Solving the kinematic differential equations here is not
+            # necessary and prevents the equations from being provided in fully
+            # implicit form.
+            f_k_explicit = linear_solver(k_kqdot, f_k)
+            k_ku_explicit = linear_solver(k_kqdot, k_ku)
+            self._qdot_u_map = dict(zip(qdot, -(k_ku_explicit*u + f_k_explicit)))
+
+            self._f_k = f_k_explicit.xreplace(uaux_zero)
+            self._k_ku = k_ku_explicit.xreplace(uaux_zero)
+            self._k_kqdot = eye(len(qdot))
+
+        else:
+            self._qdot_u_map = None
+            self._f_k_implicit = self._f_k = Matrix()
+            self._k_ku_implicit = self._k_ku = Matrix()
+            self._k_kqdot_implicit = self._k_kqdot = Matrix()
+
+    def _form_fr(self, fl):
+        """Form the generalized active force."""
+        if fl is not None and (len(fl) == 0 or not iterable(fl)):
+            raise ValueError('Force pairs must be supplied in an '
+                'non-empty iterable or None.')
+
+        N = self._inertial
+        # pull out relevant velocities for constructing partial velocities
+        vel_list, f_list = _f_list_parser(fl, N)
+        vel_list = [msubs(i, self._qdot_u_map) for i in vel_list]
+        f_list = [msubs(i, self._qdot_u_map) for i in f_list]
+
+        # Fill Fr with dot product of partial velocities and forces
+        o = len(self.u)
+        b = len(f_list)
+        FR = zeros(o, 1)
+        partials = partial_velocity(vel_list, self.u, N)
+        for i in range(o):
+            FR[i] = sum(partials[j][i].dot(f_list[j]) for j in range(b))
+
+        # In case there are dependent speeds
+        if self._udep:
+            p = o - len(self._udep)
+            FRtilde = FR[:p, 0]
+            FRold = FR[p:o, 0]
+            FRtilde += self._Ars.T * FRold
+            FR = FRtilde
+
+        self._forcelist = fl
+        self._fr = FR
+        return FR
+
+    def _form_frstar(self, bl):
+        """Form the generalized inertia force."""
+
+        if not iterable(bl):
+            raise TypeError('Bodies must be supplied in an iterable.')
+
+        t = dynamicsymbols._t
+        N = self._inertial
+        # Dicts setting things to zero
+        udot_zero = dict.fromkeys(self._udot, 0)
+        uaux_zero = dict.fromkeys(self._uaux, 0)
+        uauxdot = [diff(i, t) for i in self._uaux]
+        uauxdot_zero = dict.fromkeys(uauxdot, 0)
+        # Dictionary of q' and q'' to u and u'
+        q_ddot_u_map = {k.diff(t): v.diff(t).xreplace(
+            self._qdot_u_map) for (k, v) in self._qdot_u_map.items()}
+        q_ddot_u_map.update(self._qdot_u_map)
+
+        # Fill up the list of partials: format is a list with num elements
+        # equal to number of entries in body list. Each of these elements is a
+        # list - either of length 1 for the translational components of
+        # particles or of length 2 for the translational and rotational
+        # components of rigid bodies. The inner most list is the list of
+        # partial velocities.
+        def get_partial_velocity(body):
+            if isinstance(body, RigidBody):
+                vlist = [body.masscenter.vel(N), body.frame.ang_vel_in(N)]
+            elif isinstance(body, Particle):
+                vlist = [body.point.vel(N),]
+            else:
+                raise TypeError('The body list may only contain either '
+                                'RigidBody or Particle as list elements.')
+            v = [msubs(vel, self._qdot_u_map) for vel in vlist]
+            return partial_velocity(v, self.u, N)
+        partials = [get_partial_velocity(body) for body in bl]
+
+        # Compute fr_star in two components:
+        # fr_star = -(MM*u' + nonMM)
+        o = len(self.u)
+        MM = zeros(o, o)
+        nonMM = zeros(o, 1)
+        zero_uaux = lambda expr: msubs(expr, uaux_zero)
+        zero_udot_uaux = lambda expr: msubs(msubs(expr, udot_zero), uaux_zero)
+        for i, body in enumerate(bl):
+            if isinstance(body, RigidBody):
+                M = zero_uaux(body.mass)
+                I = zero_uaux(body.central_inertia)
+                vel = zero_uaux(body.masscenter.vel(N))
+                omega = zero_uaux(body.frame.ang_vel_in(N))
+                acc = zero_udot_uaux(body.masscenter.acc(N))
+                inertial_force = (M.diff(t) * vel + M * acc)
+                inertial_torque = zero_uaux((I.dt(body.frame).dot(omega)) +
+                    msubs(I.dot(body.frame.ang_acc_in(N)), udot_zero) +
+                    (omega.cross(I.dot(omega))))
+                for j in range(o):
+                    tmp_vel = zero_uaux(partials[i][0][j])
+                    tmp_ang = zero_uaux(I.dot(partials[i][1][j]))
+                    for k in range(o):
+                        # translational
+                        MM[j, k] += M*tmp_vel.dot(partials[i][0][k])
+                        # rotational
+                        MM[j, k] += tmp_ang.dot(partials[i][1][k])
+                    nonMM[j] += inertial_force.dot(partials[i][0][j])
+                    nonMM[j] += inertial_torque.dot(partials[i][1][j])
+            else:
+                M = zero_uaux(body.mass)
+                vel = zero_uaux(body.point.vel(N))
+                acc = zero_udot_uaux(body.point.acc(N))
+                inertial_force = (M.diff(t) * vel + M * acc)
+                for j in range(o):
+                    temp = zero_uaux(partials[i][0][j])
+                    for k in range(o):
+                        MM[j, k] += M*temp.dot(partials[i][0][k])
+                    nonMM[j] += inertial_force.dot(partials[i][0][j])
+        # Compose fr_star out of MM and nonMM
+        MM = zero_uaux(msubs(MM, q_ddot_u_map))
+        nonMM = msubs(msubs(nonMM, q_ddot_u_map),
+                udot_zero, uauxdot_zero, uaux_zero)
+        fr_star = -(MM * msubs(Matrix(self._udot), uauxdot_zero) + nonMM)
+
+        # If there are dependent speeds, we need to find fr_star_tilde
+        if self._udep:
+            p = o - len(self._udep)
+            fr_star_ind = fr_star[:p, 0]
+            fr_star_dep = fr_star[p:o, 0]
+            fr_star = fr_star_ind + (self._Ars.T * fr_star_dep)
+            # Apply the same to MM
+            MMi = MM[:p, :]
+            MMd = MM[p:o, :]
+            MM = MMi + (self._Ars.T * MMd)
+            # Apply the same to nonMM
+            nonMM = nonMM[:p, :] + (self._Ars.T * nonMM[p:o, :])
+
+        self._bodylist = bl
+        self._frstar = fr_star
+        self._k_d = MM
+        self._f_d = -(self._fr - nonMM)
+        return fr_star
+
+    def to_linearizer(self, linear_solver='LU'):
+        """Returns an instance of the Linearizer class, initiated from the
+        data in the KanesMethod class. This may be more desirable than using
+        the linearize class method, as the Linearizer object will allow more
+        efficient recalculation (i.e. about varying operating points).
+
+        Parameters
+        ==========
+        linear_solver : str, callable
+            Method used to solve the several symbolic linear systems of the
+            form ``A*x=b`` in the linearization process. If a string is
+            supplied, it should be a valid method that can be used with the
+            :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+            supplied, it should have the format ``x = f(A, b)``, where it
+            solves the equations and returns the solution. The default is
+            ``'LU'`` which corresponds to SymPy's ``A.LUsolve(b)``.
+            ``LUsolve()`` is fast to compute but will often result in
+            divide-by-zero and thus ``nan`` results.
+
+        Returns
+        =======
+        Linearizer
+            An instantiated
+            :class:`sympy.physics.mechanics.linearize.Linearizer`.
+
+        """
+
+        if (self._fr is None) or (self._frstar is None):
+            raise ValueError('Need to compute Fr, Fr* first.')
+
+        # Get required equation components. The Kane's method class breaks
+        # these into pieces. Need to reassemble
+        f_c = self._f_h
+        if self._f_nh and self._k_nh:
+            f_v = self._f_nh + self._k_nh*Matrix(self.u)
+        else:
+            f_v = Matrix()
+        if self._f_dnh and self._k_dnh:
+            f_a = self._f_dnh + self._k_dnh*Matrix(self._udot)
+        else:
+            f_a = Matrix()
+        # Dicts to sub to zero, for splitting up expressions
+        u_zero = dict.fromkeys(self.u, 0)
+        ud_zero = dict.fromkeys(self._udot, 0)
+        qd_zero = dict.fromkeys(self._qdot, 0)
+        qd_u_zero = dict.fromkeys(Matrix([self._qdot, self.u]), 0)
+        # Break the kinematic differential eqs apart into f_0 and f_1
+        f_0 = msubs(self._f_k, u_zero) + self._k_kqdot*Matrix(self._qdot)
+        f_1 = msubs(self._f_k, qd_zero) + self._k_ku*Matrix(self.u)
+        # Break the dynamic differential eqs into f_2 and f_3
+        f_2 = msubs(self._frstar, qd_u_zero)
+        f_3 = msubs(self._frstar, ud_zero) + self._fr
+        f_4 = zeros(len(f_2), 1)
+
+        # Get the required vector components
+        q = self.q
+        u = self.u
+        if self._qdep:
+            q_i = q[:-len(self._qdep)]
+        else:
+            q_i = q
+        q_d = self._qdep
+        if self._udep:
+            u_i = u[:-len(self._udep)]
+        else:
+            u_i = u
+        u_d = self._udep
+
+        # Form dictionary to set auxiliary speeds & their derivatives to 0.
+        uaux = self._uaux
+        uauxdot = uaux.diff(dynamicsymbols._t)
+        uaux_zero = dict.fromkeys(Matrix([uaux, uauxdot]), 0)
+
+        # Checking for dynamic symbols outside the dynamic differential
+        # equations; throws error if there is.
+        sym_list = set(Matrix([q, self._qdot, u, self._udot, uaux, uauxdot]))
+        if any(find_dynamicsymbols(i, sym_list) for i in [self._k_kqdot,
+                self._k_ku, self._f_k, self._k_dnh, self._f_dnh, self._k_d]):
+            raise ValueError('Cannot have dynamicsymbols outside dynamic \
+                             forcing vector.')
+
+        # Find all other dynamic symbols, forming the forcing vector r.
+        # Sort r to make it canonical.
+        r = list(find_dynamicsymbols(msubs(self._f_d, uaux_zero), sym_list))
+        r.sort(key=default_sort_key)
+
+        # Check for any derivatives of variables in r that are also found in r.
+        for i in r:
+            if diff(i, dynamicsymbols._t) in r:
+                raise ValueError('Cannot have derivatives of specified \
+                                 quantities when linearizing forcing terms.')
+        return Linearizer(f_0, f_1, f_2, f_3, f_4, f_c, f_v, f_a, q, u, q_i,
+                q_d, u_i, u_d, r, linear_solver=linear_solver)
+
+    # TODO : Remove `new_method` after 1.1 has been released.
+    def linearize(self, *, new_method=None, linear_solver='LU', **kwargs):
+        """ Linearize the equations of motion about a symbolic operating point.
+
+        Parameters
+        ==========
+        new_method
+            Deprecated, does nothing and will be removed.
+        linear_solver : str, callable
+            Method used to solve the several symbolic linear systems of the
+            form ``A*x=b`` in the linearization process. If a string is
+            supplied, it should be a valid method that can be used with the
+            :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+            supplied, it should have the format ``x = f(A, b)``, where it
+            solves the equations and returns the solution. The default is
+            ``'LU'`` which corresponds to SymPy's ``A.LUsolve(b)``.
+            ``LUsolve()`` is fast to compute but will often result in
+            divide-by-zero and thus ``nan`` results.
+        **kwargs
+            Extra keyword arguments are passed to
+            :meth:`sympy.physics.mechanics.linearize.Linearizer.linearize`.
+
+        Explanation
+        ===========
+
+        If kwarg A_and_B is False (default), returns M, A, B, r for the
+        linearized form, M*[q', u']^T = A*[q_ind, u_ind]^T + B*r.
+
+        If kwarg A_and_B is True, returns A, B, r for the linearized form
+        dx = A*x + B*r, where x = [q_ind, u_ind]^T. Note that this is
+        computationally intensive if there are many symbolic parameters. For
+        this reason, it may be more desirable to use the default A_and_B=False,
+        returning M, A, and B. Values may then be substituted in to these
+        matrices, and the state space form found as
+        A = P.T*M.inv()*A, B = P.T*M.inv()*B, where P = Linearizer.perm_mat.
+
+        In both cases, r is found as all dynamicsymbols in the equations of
+        motion that are not part of q, u, q', or u'. They are sorted in
+        canonical form.
+
+        The operating points may be also entered using the ``op_point`` kwarg.
+        This takes a dictionary of {symbol: value}, or a an iterable of such
+        dictionaries. The values may be numeric or symbolic. The more values
+        you can specify beforehand, the faster this computation will run.
+
+        For more documentation, please see the ``Linearizer`` class.
+
+        """
+
+        linearizer = self.to_linearizer(linear_solver=linear_solver)
+        result = linearizer.linearize(**kwargs)
+        return result + (linearizer.r,)
+
+    def kanes_equations(self, bodies=None, loads=None):
+        """ Method to form Kane's equations, Fr + Fr* = 0.
+
+        Explanation
+        ===========
+
+        Returns (Fr, Fr*). In the case where auxiliary generalized speeds are
+        present (say, s auxiliary speeds, o generalized speeds, and m motion
+        constraints) the length of the returned vectors will be o - m + s in
+        length. The first o - m equations will be the constrained Kane's
+        equations, then the s auxiliary Kane's equations. These auxiliary
+        equations can be accessed with the auxiliary_eqs property.
+
+        Parameters
+        ==========
+
+        bodies : iterable
+            An iterable of all RigidBody's and Particle's in the system.
+            A system must have at least one body.
+        loads : iterable
+            Takes in an iterable of (Particle, Vector) or (ReferenceFrame, Vector)
+            tuples which represent the force at a point or torque on a frame.
+            Must be either a non-empty iterable of tuples or None which corresponds
+            to a system with no constraints.
+        """
+        if bodies is None:
+            bodies = self.bodies
+        if  loads is None and self._forcelist is not None:
+            loads = self._forcelist
+        if loads == []:
+            loads = None
+        if not self._k_kqdot:
+            raise AttributeError('Create an instance of KanesMethod with '
+                    'kinematic differential equations to use this method.')
+        fr = self._form_fr(loads)
+        frstar = self._form_frstar(bodies)
+        if self._uaux:
+            if not self._udep:
+                km = KanesMethod(self._inertial, self.q, self._uaux,
+                             u_auxiliary=self._uaux, constraint_solver=self._constraint_solver)
+            else:
+                km = KanesMethod(self._inertial, self.q, self._uaux,
+                        u_auxiliary=self._uaux, u_dependent=self._udep,
+                        velocity_constraints=(self._k_nh * self.u +
+                        self._f_nh),
+                        acceleration_constraints=(self._k_dnh * self._udot +
+                        self._f_dnh),
+                        constraint_solver=self._constraint_solver
+                        )
+            km._qdot_u_map = self._qdot_u_map
+            self._km = km
+            fraux = km._form_fr(loads)
+            frstaraux = km._form_frstar(bodies)
+            self._aux_eq = fraux + frstaraux
+            self._fr = fr.col_join(fraux)
+            self._frstar = frstar.col_join(frstaraux)
+        return (self._fr, self._frstar)
+
+    def _form_eoms(self):
+        fr, frstar = self.kanes_equations(self.bodylist, self.forcelist)
+        return fr + frstar
+
+    def rhs(self, inv_method=None):
+        """Returns the system's equations of motion in first order form. The
+        output is the right hand side of::
+
+           x' = |q'| =: f(q, u, r, p, t)
+                |u'|
+
+        The right hand side is what is needed by most numerical ODE
+        integrators.
+
+        Parameters
+        ==========
+
+        inv_method : str
+            The specific sympy inverse matrix calculation method to use. For a
+            list of valid methods, see
+            :meth:`~sympy.matrices.matrixbase.MatrixBase.inv`
+
+        """
+        rhs = zeros(len(self.q) + len(self.u), 1)
+        kdes = self.kindiffdict()
+        for i, q_i in enumerate(self.q):
+            rhs[i] = kdes[q_i.diff()]
+
+        if inv_method is None:
+            rhs[len(self.q):, 0] = self.mass_matrix.LUsolve(self.forcing)
+        else:
+            rhs[len(self.q):, 0] = (self.mass_matrix.inv(inv_method,
+                                                         try_block_diag=True) *
+                                    self.forcing)
+
+        return rhs
+
+    def kindiffdict(self):
+        """Returns a dictionary mapping q' to u."""
+        if not self._qdot_u_map:
+            raise AttributeError('Create an instance of KanesMethod with '
+                    'kinematic differential equations to use this method.')
+        return self._qdot_u_map
+
+    @property
+    def auxiliary_eqs(self):
+        """A matrix containing the auxiliary equations."""
+        if not self._fr or not self._frstar:
+            raise ValueError('Need to compute Fr, Fr* first.')
+        if not self._uaux:
+            raise ValueError('No auxiliary speeds have been declared.')
+        return self._aux_eq
+
+    @property
+    def mass_matrix_kin(self):
+        r"""The kinematic "mass matrix" $\mathbf{k_{k\dot{q}}}$ of the system."""
+        return self._k_kqdot if self.explicit_kinematics else self._k_kqdot_implicit
+
+    @property
+    def forcing_kin(self):
+        """The kinematic "forcing vector" of the system."""
+        if self.explicit_kinematics:
+            return -(self._k_ku * Matrix(self.u) + self._f_k)
+        else:
+            return -(self._k_ku_implicit * Matrix(self.u) + self._f_k_implicit)
+
+    @property
+    def mass_matrix(self):
+        """The mass matrix of the system."""
+        if not self._fr or not self._frstar:
+            raise ValueError('Need to compute Fr, Fr* first.')
+        return Matrix([self._k_d, self._k_dnh])
+
+    @property
+    def forcing(self):
+        """The forcing vector of the system."""
+        if not self._fr or not self._frstar:
+            raise ValueError('Need to compute Fr, Fr* first.')
+        return -Matrix([self._f_d, self._f_dnh])
+
+    @property
+    def mass_matrix_full(self):
+        """The mass matrix of the system, augmented by the kinematic
+        differential equations in explicit or implicit form."""
+        if not self._fr or not self._frstar:
+            raise ValueError('Need to compute Fr, Fr* first.')
+        o, n = len(self.u), len(self.q)
+        return (self.mass_matrix_kin.row_join(zeros(n, o))).col_join(
+            zeros(o, n).row_join(self.mass_matrix))
+
+    @property
+    def forcing_full(self):
+        """The forcing vector of the system, augmented by the kinematic
+        differential equations in explicit or implicit form."""
+        return Matrix([self.forcing_kin, self.forcing])
+
+    @property
+    def q(self):
+        return self._q
+
+    @property
+    def u(self):
+        return self._u
+
+    @property
+    def bodylist(self):
+        return self._bodylist
+
+    @property
+    def forcelist(self):
+        return self._forcelist
+
+    @property
+    def bodies(self):
+        return self._bodylist
+
+    @property
+    def loads(self):
+        return self._forcelist

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/lagrange.py

@@ -0,0 +1,512 @@
+from sympy import diff, zeros, Matrix, eye, sympify
+from sympy.core.sorting import default_sort_key
+from sympy.physics.vector import dynamicsymbols, ReferenceFrame
+from sympy.physics.mechanics.method import _Methods
+from sympy.physics.mechanics.functions import (
+    find_dynamicsymbols, msubs, _f_list_parser, _validate_coordinates)
+from sympy.physics.mechanics.linearize import Linearizer
+from sympy.utilities.iterables import iterable
+
+__all__ = ['LagrangesMethod']
+
+
+class LagrangesMethod(_Methods):
+    """Lagrange's method object.
+
+    Explanation
+    ===========
+
+    This object generates the equations of motion in a two step procedure. The
+    first step involves the initialization of LagrangesMethod by supplying the
+    Lagrangian and the generalized coordinates, at the bare minimum. If there
+    are any constraint equations, they can be supplied as keyword arguments.
+    The Lagrange multipliers are automatically generated and are equal in
+    number to the constraint equations. Similarly any non-conservative forces
+    can be supplied in an iterable (as described below and also shown in the
+    example) along with a ReferenceFrame. This is also discussed further in the
+    __init__ method.
+
+    Attributes
+    ==========
+
+    q, u : Matrix
+        Matrices of the generalized coordinates and speeds
+    loads : iterable
+        Iterable of (Point, vector) or (ReferenceFrame, vector) tuples
+        describing the forces on the system.
+    bodies : iterable
+        Iterable containing the rigid bodies and particles of the system.
+    mass_matrix : Matrix
+        The system's mass matrix
+    forcing : Matrix
+        The system's forcing vector
+    mass_matrix_full : Matrix
+        The "mass matrix" for the qdot's, qdoubledot's, and the
+        lagrange multipliers (lam)
+    forcing_full : Matrix
+        The forcing vector for the qdot's, qdoubledot's and
+        lagrange multipliers (lam)
+
+    Examples
+    ========
+
+    This is a simple example for a one degree of freedom translational
+    spring-mass-damper.
+
+    In this example, we first need to do the kinematics.
+    This involves creating generalized coordinates and their derivatives.
+    Then we create a point and set its velocity in a frame.
+
+        >>> from sympy.physics.mechanics import LagrangesMethod, Lagrangian
+        >>> from sympy.physics.mechanics import ReferenceFrame, Particle, Point
+        >>> from sympy.physics.mechanics import dynamicsymbols
+        >>> from sympy import symbols
+        >>> q = dynamicsymbols('q')
+        >>> qd = dynamicsymbols('q', 1)
+        >>> m, k, b = symbols('m k b')
+        >>> N = ReferenceFrame('N')
+        >>> P = Point('P')
+        >>> P.set_vel(N, qd * N.x)
+
+    We need to then prepare the information as required by LagrangesMethod to
+    generate equations of motion.
+    First we create the Particle, which has a point attached to it.
+    Following this the lagrangian is created from the kinetic and potential
+    energies.
+    Then, an iterable of nonconservative forces/torques must be constructed,
+    where each item is a (Point, Vector) or (ReferenceFrame, Vector) tuple,
+    with the Vectors representing the nonconservative forces or torques.
+
+        >>> Pa = Particle('Pa', P, m)
+        >>> Pa.potential_energy = k * q**2 / 2.0
+        >>> L = Lagrangian(N, Pa)
+        >>> fl = [(P, -b * qd * N.x)]
+
+    Finally we can generate the equations of motion.
+    First we create the LagrangesMethod object. To do this one must supply
+    the Lagrangian, and the generalized coordinates. The constraint equations,
+    the forcelist, and the inertial frame may also be provided, if relevant.
+    Next we generate Lagrange's equations of motion, such that:
+    Lagrange's equations of motion = 0.
+    We have the equations of motion at this point.
+
+        >>> l = LagrangesMethod(L, [q], forcelist = fl, frame = N)
+        >>> print(l.form_lagranges_equations())
+        Matrix([[b*Derivative(q(t), t) + 1.0*k*q(t) + m*Derivative(q(t), (t, 2))]])
+
+    We can also solve for the states using the 'rhs' method.
+
+        >>> print(l.rhs())
+        Matrix([[Derivative(q(t), t)], [(-b*Derivative(q(t), t) - 1.0*k*q(t))/m]])
+
+    Please refer to the docstrings on each method for more details.
+    """
+
+    def __init__(self, Lagrangian, qs, forcelist=None, bodies=None, frame=None,
+                 hol_coneqs=None, nonhol_coneqs=None):
+        """Supply the following for the initialization of LagrangesMethod.
+
+        Lagrangian : Sympifyable
+
+        qs : array_like
+            The generalized coordinates
+
+        hol_coneqs : array_like, optional
+            The holonomic constraint equations
+
+        nonhol_coneqs : array_like, optional
+            The nonholonomic constraint equations
+
+        forcelist : iterable, optional
+            Takes an iterable of (Point, Vector) or (ReferenceFrame, Vector)
+            tuples which represent the force at a point or torque on a frame.
+            This feature is primarily to account for the nonconservative forces
+            and/or moments.
+
+        bodies : iterable, optional
+            Takes an iterable containing the rigid bodies and particles of the
+            system.
+
+        frame : ReferenceFrame, optional
+            Supply the inertial frame. This is used to determine the
+            generalized forces due to non-conservative forces.
+        """
+
+        self._L = Matrix([sympify(Lagrangian)])
+        self.eom = None
+        self._m_cd = Matrix()           # Mass Matrix of differentiated coneqs
+        self._m_d = Matrix()            # Mass Matrix of dynamic equations
+        self._f_cd = Matrix()           # Forcing part of the diff coneqs
+        self._f_d = Matrix()            # Forcing part of the dynamic equations
+        self.lam_coeffs = Matrix()      # The coeffecients of the multipliers
+
+        forcelist = forcelist if forcelist else []
+        if not iterable(forcelist):
+            raise TypeError('Force pairs must be supplied in an iterable.')
+        self._forcelist = forcelist
+        if frame and not isinstance(frame, ReferenceFrame):
+            raise TypeError('frame must be a valid ReferenceFrame')
+        self._bodies = bodies
+        self.inertial = frame
+
+        self.lam_vec = Matrix()
+
+        self._term1 = Matrix()
+        self._term2 = Matrix()
+        self._term3 = Matrix()
+        self._term4 = Matrix()
+
+        # Creating the qs, qdots and qdoubledots
+        if not iterable(qs):
+            raise TypeError('Generalized coordinates must be an iterable')
+        self._q = Matrix(qs)
+        self._qdots = self.q.diff(dynamicsymbols._t)
+        self._qdoubledots = self._qdots.diff(dynamicsymbols._t)
+        _validate_coordinates(self.q)
+
+        mat_build = lambda x: Matrix(x) if x else Matrix()
+        hol_coneqs = mat_build(hol_coneqs)
+        nonhol_coneqs = mat_build(nonhol_coneqs)
+        self.coneqs = Matrix([hol_coneqs.diff(dynamicsymbols._t),
+                nonhol_coneqs])
+        self._hol_coneqs = hol_coneqs
+
+    def form_lagranges_equations(self):
+        """Method to form Lagrange's equations of motion.
+
+        Returns a vector of equations of motion using Lagrange's equations of
+        the second kind.
+        """
+
+        qds = self._qdots
+        qdd_zero = dict.fromkeys(self._qdoubledots, 0)
+        n = len(self.q)
+
+        # Internally we represent the EOM as four terms:
+        # EOM = term1 - term2 - term3 - term4 = 0
+
+        # First term
+        self._term1 = self._L.jacobian(qds)
+        self._term1 = self._term1.diff(dynamicsymbols._t).T
+
+        # Second term
+        self._term2 = self._L.jacobian(self.q).T
+
+        # Third term
+        if self.coneqs:
+            coneqs = self.coneqs
+            m = len(coneqs)
+            # Creating the multipliers
+            self.lam_vec = Matrix(dynamicsymbols('lam1:' + str(m + 1)))
+            self.lam_coeffs = -coneqs.jacobian(qds)
+            self._term3 = self.lam_coeffs.T * self.lam_vec
+            # Extracting the coeffecients of the qdds from the diff coneqs
+            diffconeqs = coneqs.diff(dynamicsymbols._t)
+            self._m_cd = diffconeqs.jacobian(self._qdoubledots)
+            # The remaining terms i.e. the 'forcing' terms in diff coneqs
+            self._f_cd = -diffconeqs.subs(qdd_zero)
+        else:
+            self._term3 = zeros(n, 1)
+
+        # Fourth term
+        if self.forcelist:
+            N = self.inertial
+            self._term4 = zeros(n, 1)
+            for i, qd in enumerate(qds):
+                flist = zip(*_f_list_parser(self.forcelist, N))
+                self._term4[i] = sum(v.diff(qd, N).dot(f) for (v, f) in flist)
+        else:
+            self._term4 = zeros(n, 1)
+
+        # Form the dynamic mass and forcing matrices
+        without_lam = self._term1 - self._term2 - self._term4
+        self._m_d = without_lam.jacobian(self._qdoubledots)
+        self._f_d = -without_lam.subs(qdd_zero)
+
+        # Form the EOM
+        self.eom = without_lam - self._term3
+        return self.eom
+
+    def _form_eoms(self):
+        return self.form_lagranges_equations()
+
+    @property
+    def mass_matrix(self):
+        """Returns the mass matrix, which is augmented by the Lagrange
+        multipliers, if necessary.
+
+        Explanation
+        ===========
+
+        If the system is described by 'n' generalized coordinates and there are
+        no constraint equations then an n X n matrix is returned.
+
+        If there are 'n' generalized coordinates and 'm' constraint equations
+        have been supplied during initialization then an n X (n+m) matrix is
+        returned. The (n + m - 1)th and (n + m)th columns contain the
+        coefficients of the Lagrange multipliers.
+        """
+
+        if self.eom is None:
+            raise ValueError('Need to compute the equations of motion first')
+        if self.coneqs:
+            return (self._m_d).row_join(self.lam_coeffs.T)
+        else:
+            return self._m_d
+
+    @property
+    def mass_matrix_full(self):
+        """Augments the coefficients of qdots to the mass_matrix."""
+
+        if self.eom is None:
+            raise ValueError('Need to compute the equations of motion first')
+        n = len(self.q)
+        m = len(self.coneqs)
+        row1 = eye(n).row_join(zeros(n, n + m))
+        row2 = zeros(n, n).row_join(self.mass_matrix)
+        if self.coneqs:
+            row3 = zeros(m, n).row_join(self._m_cd).row_join(zeros(m, m))
+            return row1.col_join(row2).col_join(row3)
+        else:
+            return row1.col_join(row2)
+
+    @property
+    def forcing(self):
+        """Returns the forcing vector from 'lagranges_equations' method."""
+
+        if self.eom is None:
+            raise ValueError('Need to compute the equations of motion first')
+        return self._f_d
+
+    @property
+    def forcing_full(self):
+        """Augments qdots to the forcing vector above."""
+
+        if self.eom is None:
+            raise ValueError('Need to compute the equations of motion first')
+        if self.coneqs:
+            return self._qdots.col_join(self.forcing).col_join(self._f_cd)
+        else:
+            return self._qdots.col_join(self.forcing)
+
+    def to_linearizer(self, q_ind=None, qd_ind=None, q_dep=None, qd_dep=None,
+                      linear_solver='LU'):
+        """Returns an instance of the Linearizer class, initiated from the data
+        in the LagrangesMethod class. This may be more desirable than using the
+        linearize class method, as the Linearizer object will allow more
+        efficient recalculation (i.e. about varying operating points).
+
+        Parameters
+        ==========
+
+        q_ind, qd_ind : array_like, optional
+            The independent generalized coordinates and speeds.
+        q_dep, qd_dep : array_like, optional
+            The dependent generalized coordinates and speeds.
+        linear_solver : str, callable
+            Method used to solve the several symbolic linear systems of the
+            form ``A*x=b`` in the linearization process. If a string is
+            supplied, it should be a valid method that can be used with the
+            :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+            supplied, it should have the format ``x = f(A, b)``, where it
+            solves the equations and returns the solution. The default is
+            ``'LU'`` which corresponds to SymPy's ``A.LUsolve(b)``.
+            ``LUsolve()`` is fast to compute but will often result in
+            divide-by-zero and thus ``nan`` results.
+
+        Returns
+        =======
+        Linearizer
+            An instantiated
+            :class:`sympy.physics.mechanics.linearize.Linearizer`.
+
+        """
+
+        # Compose vectors
+        t = dynamicsymbols._t
+        q = self.q
+        u = self._qdots
+        ud = u.diff(t)
+        # Get vector of lagrange multipliers
+        lams = self.lam_vec
+
+        mat_build = lambda x: Matrix(x) if x else Matrix()
+        q_i = mat_build(q_ind)
+        q_d = mat_build(q_dep)
+        u_i = mat_build(qd_ind)
+        u_d = mat_build(qd_dep)
+
+        # Compose general form equations
+        f_c = self._hol_coneqs
+        f_v = self.coneqs
+        f_a = f_v.diff(t)
+        f_0 = u
+        f_1 = -u
+        f_2 = self._term1
+        f_3 = -(self._term2 + self._term4)
+        f_4 = -self._term3
+
+        # Check that there are an appropriate number of independent and
+        # dependent coordinates
+        if len(q_d) != len(f_c) or len(u_d) != len(f_v):
+            raise ValueError(("Must supply {:} dependent coordinates, and " +
+                    "{:} dependent speeds").format(len(f_c), len(f_v)))
+        if set(Matrix([q_i, q_d])) != set(q):
+            raise ValueError("Must partition q into q_ind and q_dep, with " +
+                    "no extra or missing symbols.")
+        if set(Matrix([u_i, u_d])) != set(u):
+            raise ValueError("Must partition qd into qd_ind and qd_dep, " +
+                    "with no extra or missing symbols.")
+
+        # Find all other dynamic symbols, forming the forcing vector r.
+        # Sort r to make it canonical.
+        insyms = set(Matrix([q, u, ud, lams]))
+        r = list(find_dynamicsymbols(f_3, insyms))
+        r.sort(key=default_sort_key)
+        # Check for any derivatives of variables in r that are also found in r.
+        for i in r:
+            if diff(i, dynamicsymbols._t) in r:
+                raise ValueError('Cannot have derivatives of specified \
+                                 quantities when linearizing forcing terms.')
+
+        return Linearizer(f_0, f_1, f_2, f_3, f_4, f_c, f_v, f_a, q, u, q_i,
+                          q_d, u_i, u_d, r, lams, linear_solver=linear_solver)
+
+    def linearize(self, q_ind=None, qd_ind=None, q_dep=None, qd_dep=None,
+                  linear_solver='LU', **kwargs):
+        """Linearize the equations of motion about a symbolic operating point.
+
+        Parameters
+        ==========
+        linear_solver : str, callable
+            Method used to solve the several symbolic linear systems of the
+            form ``A*x=b`` in the linearization process. If a string is
+            supplied, it should be a valid method that can be used with the
+            :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+            supplied, it should have the format ``x = f(A, b)``, where it
+            solves the equations and returns the solution. The default is
+            ``'LU'`` which corresponds to SymPy's ``A.LUsolve(b)``.
+            ``LUsolve()`` is fast to compute but will often result in
+            divide-by-zero and thus ``nan`` results.
+        **kwargs
+            Extra keyword arguments are passed to
+            :meth:`sympy.physics.mechanics.linearize.Linearizer.linearize`.
+
+        Explanation
+        ===========
+
+        If kwarg A_and_B is False (default), returns M, A, B, r for the
+        linearized form, M*[q', u']^T = A*[q_ind, u_ind]^T + B*r.
+
+        If kwarg A_and_B is True, returns A, B, r for the linearized form
+        dx = A*x + B*r, where x = [q_ind, u_ind]^T. Note that this is
+        computationally intensive if there are many symbolic parameters. For
+        this reason, it may be more desirable to use the default A_and_B=False,
+        returning M, A, and B. Values may then be substituted in to these
+        matrices, and the state space form found as
+        A = P.T*M.inv()*A, B = P.T*M.inv()*B, where P = Linearizer.perm_mat.
+
+        In both cases, r is found as all dynamicsymbols in the equations of
+        motion that are not part of q, u, q', or u'. They are sorted in
+        canonical form.
+
+        The operating points may be also entered using the ``op_point`` kwarg.
+        This takes a dictionary of {symbol: value}, or a an iterable of such
+        dictionaries. The values may be numeric or symbolic. The more values
+        you can specify beforehand, the faster this computation will run.
+
+        For more documentation, please see the ``Linearizer`` class."""
+
+        linearizer = self.to_linearizer(q_ind, qd_ind, q_dep, qd_dep,
+                                        linear_solver=linear_solver)
+        result = linearizer.linearize(**kwargs)
+        return result + (linearizer.r,)
+
+    def solve_multipliers(self, op_point=None, sol_type='dict'):
+        """Solves for the values of the lagrange multipliers symbolically at
+        the specified operating point.
+
+        Parameters
+        ==========
+
+        op_point : dict or iterable of dicts, optional
+            Point at which to solve at. The operating point is specified as
+            a dictionary or iterable of dictionaries of {symbol: value}. The
+            value may be numeric or symbolic itself.
+
+        sol_type : str, optional
+            Solution return type. Valid options are:
+            - 'dict': A dict of {symbol : value} (default)
+            - 'Matrix': An ordered column matrix of the solution
+        """
+
+        # Determine number of multipliers
+        k = len(self.lam_vec)
+        if k == 0:
+            raise ValueError("System has no lagrange multipliers to solve for.")
+        # Compose dict of operating conditions
+        if isinstance(op_point, dict):
+            op_point_dict = op_point
+        elif iterable(op_point):
+            op_point_dict = {}
+            for op in op_point:
+                op_point_dict.update(op)
+        elif op_point is None:
+            op_point_dict = {}
+        else:
+            raise TypeError("op_point must be either a dictionary or an "
+                            "iterable of dictionaries.")
+        # Compose the system to be solved
+        mass_matrix = self.mass_matrix.col_join(-self.lam_coeffs.row_join(
+                zeros(k, k)))
+        force_matrix = self.forcing.col_join(self._f_cd)
+        # Sub in the operating point
+        mass_matrix = msubs(mass_matrix, op_point_dict)
+        force_matrix = msubs(force_matrix, op_point_dict)
+        # Solve for the multipliers
+        sol_list = mass_matrix.LUsolve(-force_matrix)[-k:]
+        if sol_type == 'dict':
+            return dict(zip(self.lam_vec, sol_list))
+        elif sol_type == 'Matrix':
+            return Matrix(sol_list)
+        else:
+            raise ValueError("Unknown sol_type {:}.".format(sol_type))
+
+    def rhs(self, inv_method=None, **kwargs):
+        """Returns equations that can be solved numerically.
+
+        Parameters
+        ==========
+
+        inv_method : str
+            The specific sympy inverse matrix calculation method to use. For a
+            list of valid methods, see
+            :meth:`~sympy.matrices.matrixbase.MatrixBase.inv`
+        """
+
+        if inv_method is None:
+            self._rhs = self.mass_matrix_full.LUsolve(self.forcing_full)
+        else:
+            self._rhs = (self.mass_matrix_full.inv(inv_method,
+                         try_block_diag=True) * self.forcing_full)
+        return self._rhs
+
+    @property
+    def q(self):
+        return self._q
+
+    @property
+    def u(self):
+        return self._qdots
+
+    @property
+    def bodies(self):
+        return self._bodies
+
+    @property
+    def forcelist(self):
+        return self._forcelist
+
+    @property
+    def loads(self):
+        return self._forcelist

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/linearize.py

@@ -0,0 +1,474 @@
+__all__ = ['Linearizer']
+
+from sympy import Matrix, eye, zeros
+from sympy.core.symbol import Dummy
+from sympy.utilities.iterables import flatten
+from sympy.physics.vector import dynamicsymbols
+from sympy.physics.mechanics.functions import msubs, _parse_linear_solver
+
+from collections import namedtuple
+from collections.abc import Iterable
+
+
+class Linearizer:
+    """This object holds the general model form for a dynamic system. This
+    model is used for computing the linearized form of the system, while
+    properly dealing with constraints leading to  dependent coordinates and
+    speeds. The notation and method is described in [1]_.
+
+    Attributes
+    ==========
+
+    f_0, f_1, f_2, f_3, f_4, f_c, f_v, f_a : Matrix
+        Matrices holding the general system form.
+    q, u, r : Matrix
+        Matrices holding the generalized coordinates, speeds, and
+        input vectors.
+    q_i, u_i : Matrix
+        Matrices of the independent generalized coordinates and speeds.
+    q_d, u_d : Matrix
+        Matrices of the dependent generalized coordinates and speeds.
+    perm_mat : Matrix
+        Permutation matrix such that [q_ind, u_ind]^T = perm_mat*[q, u]^T
+
+    References
+    ==========
+
+    .. [1] D. L. Peterson, G. Gede, and M. Hubbard, "Symbolic linearization of
+           equations of motion of constrained multibody systems," Multibody
+           Syst Dyn, vol. 33, no. 2, pp. 143-161, Feb. 2015, doi:
+           10.1007/s11044-014-9436-5.
+
+    """
+
+    def __init__(self, f_0, f_1, f_2, f_3, f_4, f_c, f_v, f_a, q, u, q_i=None,
+                 q_d=None, u_i=None, u_d=None, r=None, lams=None,
+                 linear_solver='LU'):
+        """
+        Parameters
+        ==========
+
+        f_0, f_1, f_2, f_3, f_4, f_c, f_v, f_a : array_like
+            System of equations holding the general system form.
+            Supply empty array or Matrix if the parameter
+            does not exist.
+        q : array_like
+            The generalized coordinates.
+        u : array_like
+            The generalized speeds
+        q_i, u_i : array_like, optional
+            The independent generalized coordinates and speeds.
+        q_d, u_d : array_like, optional
+            The dependent generalized coordinates and speeds.
+        r : array_like, optional
+            The input variables.
+        lams : array_like, optional
+            The lagrange multipliers
+        linear_solver : str, callable
+            Method used to solve the several symbolic linear systems of the
+            form ``A*x=b`` in the linearization process. If a string is
+            supplied, it should be a valid method that can be used with the
+            :meth:`sympy.matrices.matrixbase.MatrixBase.solve`. If a callable is
+            supplied, it should have the format ``x = f(A, b)``, where it
+            solves the equations and returns the solution. The default is
+            ``'LU'`` which corresponds to SymPy's ``A.LUsolve(b)``.
+            ``LUsolve()`` is fast to compute but will often result in
+            divide-by-zero and thus ``nan`` results.
+
+        """
+        self.linear_solver = _parse_linear_solver(linear_solver)
+
+        # Generalized equation form
+        self.f_0 = Matrix(f_0)
+        self.f_1 = Matrix(f_1)
+        self.f_2 = Matrix(f_2)
+        self.f_3 = Matrix(f_3)
+        self.f_4 = Matrix(f_4)
+        self.f_c = Matrix(f_c)
+        self.f_v = Matrix(f_v)
+        self.f_a = Matrix(f_a)
+
+        # Generalized equation variables
+        self.q = Matrix(q)
+        self.u = Matrix(u)
+        none_handler = lambda x: Matrix(x) if x else Matrix()
+        self.q_i = none_handler(q_i)
+        self.q_d = none_handler(q_d)
+        self.u_i = none_handler(u_i)
+        self.u_d = none_handler(u_d)
+        self.r = none_handler(r)
+        self.lams = none_handler(lams)
+
+        # Derivatives of generalized equation variables
+        self._qd = self.q.diff(dynamicsymbols._t)
+        self._ud = self.u.diff(dynamicsymbols._t)
+        # If the user doesn't actually use generalized variables, and the
+        # qd and u vectors have any intersecting variables, this can cause
+        # problems. We'll fix this with some hackery, and Dummy variables
+        dup_vars = set(self._qd).intersection(self.u)
+        self._qd_dup = Matrix([var if var not in dup_vars else Dummy() for var
+                               in self._qd])
+
+        # Derive dimension terms
+        l = len(self.f_c)
+        m = len(self.f_v)
+        n = len(self.q)
+        o = len(self.u)
+        s = len(self.r)
+        k = len(self.lams)
+        dims = namedtuple('dims', ['l', 'm', 'n', 'o', 's', 'k'])
+        self._dims = dims(l, m, n, o, s, k)
+
+        self._Pq = None
+        self._Pqi = None
+        self._Pqd = None
+        self._Pu = None
+        self._Pui = None
+        self._Pud = None
+        self._C_0 = None
+        self._C_1 = None
+        self._C_2 = None
+        self.perm_mat = None
+
+        self._setup_done = False
+
+    def _setup(self):
+        # Calculations here only need to be run once. They are moved out of
+        # the __init__ method to increase the speed of Linearizer creation.
+        self._form_permutation_matrices()
+        self._form_block_matrices()
+        self._form_coefficient_matrices()
+        self._setup_done = True
+
+    def _form_permutation_matrices(self):
+        """Form the permutation matrices Pq and Pu."""
+
+        # Extract dimension variables
+        l, m, n, o, s, k = self._dims
+        # Compute permutation matrices
+        if n != 0:
+            self._Pq = permutation_matrix(self.q, Matrix([self.q_i, self.q_d]))
+            if l > 0:
+                self._Pqi = self._Pq[:, :-l]
+                self._Pqd = self._Pq[:, -l:]
+            else:
+                self._Pqi = self._Pq
+                self._Pqd = Matrix()
+        if o != 0:
+            self._Pu = permutation_matrix(self.u, Matrix([self.u_i, self.u_d]))
+            if m > 0:
+                self._Pui = self._Pu[:, :-m]
+                self._Pud = self._Pu[:, -m:]
+            else:
+                self._Pui = self._Pu
+                self._Pud = Matrix()
+        # Compute combination permutation matrix for computing A and B
+        P_col1 = Matrix([self._Pqi, zeros(o + k, n - l)])
+        P_col2 = Matrix([zeros(n, o - m), self._Pui, zeros(k, o - m)])
+        if P_col1:
+            if P_col2:
+                self.perm_mat = P_col1.row_join(P_col2)
+            else:
+                self.perm_mat = P_col1
+        else:
+            self.perm_mat = P_col2
+
+    def _form_coefficient_matrices(self):
+        """Form the coefficient matrices C_0, C_1, and C_2."""
+
+        # Extract dimension variables
+        l, m, n, o, s, k = self._dims
+        # Build up the coefficient matrices C_0, C_1, and C_2
+        # If there are configuration constraints (l > 0), form C_0 as normal.
+        # If not, C_0 is I_(nxn). Note that this works even if n=0
+        if l > 0:
+            f_c_jac_q = self.f_c.jacobian(self.q)
+            self._C_0 = (eye(n) - self._Pqd *
+                         self.linear_solver(f_c_jac_q*self._Pqd,
+                                            f_c_jac_q))*self._Pqi
+        else:
+            self._C_0 = eye(n)
+        # If there are motion constraints (m > 0), form C_1 and C_2 as normal.
+        # If not, C_1 is 0, and C_2 is I_(oxo). Note that this works even if
+        # o = 0.
+        if m > 0:
+            f_v_jac_u = self.f_v.jacobian(self.u)
+            temp = f_v_jac_u * self._Pud
+            if n != 0:
+                f_v_jac_q = self.f_v.jacobian(self.q)
+                self._C_1 = -self._Pud * self.linear_solver(temp, f_v_jac_q)
+            else:
+                self._C_1 = zeros(o, n)
+            self._C_2 = (eye(o) - self._Pud *
+                         self.linear_solver(temp, f_v_jac_u))*self._Pui
+        else:
+            self._C_1 = zeros(o, n)
+            self._C_2 = eye(o)
+
+    def _form_block_matrices(self):
+        """Form the block matrices for composing M, A, and B."""
+
+        # Extract dimension variables
+        l, m, n, o, s, k = self._dims
+        # Block Matrix Definitions. These are only defined if under certain
+        # conditions. If undefined, an empty matrix is used instead
+        if n != 0:
+            self._M_qq = self.f_0.jacobian(self._qd)
+            self._A_qq = -(self.f_0 + self.f_1).jacobian(self.q)
+        else:
+            self._M_qq = Matrix()
+            self._A_qq = Matrix()
+        if n != 0 and m != 0:
+            self._M_uqc = self.f_a.jacobian(self._qd_dup)
+            self._A_uqc = -self.f_a.jacobian(self.q)
+        else:
+            self._M_uqc = Matrix()
+            self._A_uqc = Matrix()
+        if n != 0 and o - m + k != 0:
+            self._M_uqd = self.f_3.jacobian(self._qd_dup)
+            self._A_uqd = -(self.f_2 + self.f_3 + self.f_4).jacobian(self.q)
+        else:
+            self._M_uqd = Matrix()
+            self._A_uqd = Matrix()
+        if o != 0 and m != 0:
+            self._M_uuc = self.f_a.jacobian(self._ud)
+            self._A_uuc = -self.f_a.jacobian(self.u)
+        else:
+            self._M_uuc = Matrix()
+            self._A_uuc = Matrix()
+        if o != 0 and o - m + k != 0:
+            self._M_uud = self.f_2.jacobian(self._ud)
+            self._A_uud = -(self.f_2 + self.f_3).jacobian(self.u)
+        else:
+            self._M_uud = Matrix()
+            self._A_uud = Matrix()
+        if o != 0 and n != 0:
+            self._A_qu = -self.f_1.jacobian(self.u)
+        else:
+            self._A_qu = Matrix()
+        if k != 0 and o - m + k != 0:
+            self._M_uld = self.f_4.jacobian(self.lams)
+        else:
+            self._M_uld = Matrix()
+        if s != 0 and o - m + k != 0:
+            self._B_u = -self.f_3.jacobian(self.r)
+        else:
+            self._B_u = Matrix()
+
+    def linearize(self, op_point=None, A_and_B=False, simplify=False):
+        """Linearize the system about the operating point. Note that
+        q_op, u_op, qd_op, ud_op must satisfy the equations of motion.
+        These may be either symbolic or numeric.
+
+        Parameters
+        ==========
+        op_point : dict or iterable of dicts, optional
+            Dictionary or iterable of dictionaries containing the operating
+            point conditions for all or a subset of the generalized
+            coordinates, generalized speeds, and time derivatives of the
+            generalized speeds. These will be substituted into the linearized
+            system before the linearization is complete. Leave set to ``None``
+            if you want the operating point to be an arbitrary set of symbols.
+            Note that any reduction in symbols (whether substituted for numbers
+            or expressions with a common parameter) will result in faster
+            runtime.
+        A_and_B : bool, optional
+            If A_and_B=False (default), (M, A, B) is returned and of
+            A_and_B=True, (A, B) is returned. See below.
+        simplify : bool, optional
+            Determines if returned values are simplified before return.
+            For large expressions this may be time consuming. Default is False.
+
+        Returns
+        =======
+        M, A, B : Matrices, ``A_and_B=False``
+            Matrices from the implicit form:
+                ``[M]*[q', u']^T = [A]*[q_ind, u_ind]^T + [B]*r``
+        A, B : Matrices, ``A_and_B=True``
+            Matrices from the explicit form:
+                ``[q_ind', u_ind']^T = [A]*[q_ind, u_ind]^T + [B]*r``
+
+        Notes
+        =====
+
+        Note that the process of solving with A_and_B=True is computationally
+        intensive if there are many symbolic parameters. For this reason, it
+        may be more desirable to use the default A_and_B=False, returning M, A,
+        and B. More values may then be substituted in to these matrices later
+        on. The state space form can then be found as A = P.T*M.LUsolve(A), B =
+        P.T*M.LUsolve(B), where P = Linearizer.perm_mat.
+
+        """
+
+        # Run the setup if needed:
+        if not self._setup_done:
+            self._setup()
+
+        # Compose dict of operating conditions
+        if isinstance(op_point, dict):
+            op_point_dict = op_point
+        elif isinstance(op_point, Iterable):
+            op_point_dict = {}
+            for op in op_point:
+                op_point_dict.update(op)
+        else:
+            op_point_dict = {}
+
+        # Extract dimension variables
+        l, m, n, o, s, k = self._dims
+
+        # Rename terms to shorten expressions
+        M_qq = self._M_qq
+        M_uqc = self._M_uqc
+        M_uqd = self._M_uqd
+        M_uuc = self._M_uuc
+        M_uud = self._M_uud
+        M_uld = self._M_uld
+        A_qq = self._A_qq
+        A_uqc = self._A_uqc
+        A_uqd = self._A_uqd
+        A_qu = self._A_qu
+        A_uuc = self._A_uuc
+        A_uud = self._A_uud
+        B_u = self._B_u
+        C_0 = self._C_0
+        C_1 = self._C_1
+        C_2 = self._C_2
+
+        # Build up Mass Matrix
+        #     |M_qq    0_nxo   0_nxk|
+        # M = |M_uqc   M_uuc   0_mxk|
+        #     |M_uqd   M_uud   M_uld|
+        if o != 0:
+            col2 = Matrix([zeros(n, o), M_uuc, M_uud])
+        if k != 0:
+            col3 = Matrix([zeros(n + m, k), M_uld])
+        if n != 0:
+            col1 = Matrix([M_qq, M_uqc, M_uqd])
+            if o != 0 and k != 0:
+                M = col1.row_join(col2).row_join(col3)
+            elif o != 0:
+                M = col1.row_join(col2)
+            else:
+                M = col1
+        elif k != 0:
+            M = col2.row_join(col3)
+        else:
+            M = col2
+        M_eq = msubs(M, op_point_dict)
+
+        # Build up state coefficient matrix A
+        #     |(A_qq + A_qu*C_1)*C_0       A_qu*C_2|
+        # A = |(A_uqc + A_uuc*C_1)*C_0    A_uuc*C_2|
+        #     |(A_uqd + A_uud*C_1)*C_0    A_uud*C_2|
+        # Col 1 is only defined if n != 0
+        if n != 0:
+            r1c1 = A_qq
+            if o != 0:
+                r1c1 += (A_qu * C_1)
+            r1c1 = r1c1 * C_0
+            if m != 0:
+                r2c1 = A_uqc
+                if o != 0:
+                    r2c1 += (A_uuc * C_1)
+                r2c1 = r2c1 * C_0
+            else:
+                r2c1 = Matrix()
+            if o - m + k != 0:
+                r3c1 = A_uqd
+                if o != 0:
+                    r3c1 += (A_uud * C_1)
+                r3c1 = r3c1 * C_0
+            else:
+                r3c1 = Matrix()
+            col1 = Matrix([r1c1, r2c1, r3c1])
+        else:
+            col1 = Matrix()
+        # Col 2 is only defined if o != 0
+        if o != 0:
+            if n != 0:
+                r1c2 = A_qu * C_2
+            else:
+                r1c2 = Matrix()
+            if m != 0:
+                r2c2 = A_uuc * C_2
+            else:
+                r2c2 = Matrix()
+            if o - m + k != 0:
+                r3c2 = A_uud * C_2
+            else:
+                r3c2 = Matrix()
+            col2 = Matrix([r1c2, r2c2, r3c2])
+        else:
+            col2 = Matrix()
+        if col1:
+            if col2:
+                Amat = col1.row_join(col2)
+            else:
+                Amat = col1
+        else:
+            Amat = col2
+        Amat_eq = msubs(Amat, op_point_dict)
+
+        # Build up the B matrix if there are forcing variables
+        #     |0_(n + m)xs|
+        # B = |B_u        |
+        if s != 0 and o - m + k != 0:
+            Bmat = zeros(n + m, s).col_join(B_u)
+            Bmat_eq = msubs(Bmat, op_point_dict)
+        else:
+            Bmat_eq = Matrix()
+
+        # kwarg A_and_B indicates to return  A, B for forming the equation
+        # dx = [A]x + [B]r, where x = [q_indnd, u_indnd]^T,
+        if A_and_B:
+            A_cont = self.perm_mat.T * self.linear_solver(M_eq, Amat_eq)
+            if Bmat_eq:
+                B_cont = self.perm_mat.T * self.linear_solver(M_eq, Bmat_eq)
+            else:
+                # Bmat = Matrix([]), so no need to sub
+                B_cont = Bmat_eq
+            if simplify:
+                A_cont.simplify()
+                B_cont.simplify()
+            return A_cont, B_cont
+        # Otherwise return M, A, B for forming the equation
+        # [M]dx = [A]x + [B]r, where x = [q, u]^T
+        else:
+            if simplify:
+                M_eq.simplify()
+                Amat_eq.simplify()
+                Bmat_eq.simplify()
+            return M_eq, Amat_eq, Bmat_eq
+
+
+def permutation_matrix(orig_vec, per_vec):
+    """Compute the permutation matrix to change order of
+    orig_vec into order of per_vec.
+
+    Parameters
+    ==========
+
+    orig_vec : array_like
+        Symbols in original ordering.
+    per_vec : array_like
+        Symbols in new ordering.
+
+    Returns
+    =======
+
+    p_matrix : Matrix
+        Permutation matrix such that orig_vec == (p_matrix * per_vec).
+    """
+    if not isinstance(orig_vec, (list, tuple)):
+        orig_vec = flatten(orig_vec)
+    if not isinstance(per_vec, (list, tuple)):
+        per_vec = flatten(per_vec)
+    if set(orig_vec) != set(per_vec):
+        raise ValueError("orig_vec and per_vec must be the same length, "
+                         "and contain the same symbols.")
+    ind_list = [orig_vec.index(i) for i in per_vec]
+    p_matrix = zeros(len(orig_vec))
+    for i, j in enumerate(ind_list):
+        p_matrix[i, j] = 1
+    return p_matrix

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/loads.py

@@ -0,0 +1,177 @@
+from abc import ABC
+from collections import namedtuple
+from sympy.physics.mechanics.body_base import BodyBase
+from sympy.physics.vector import Vector, ReferenceFrame, Point
+
+__all__ = ['LoadBase', 'Force', 'Torque']
+
+
+class LoadBase(ABC, namedtuple('LoadBase', ['location', 'vector'])):
+    """Abstract base class for the various loading types."""
+
+    def __add__(self, other):
+        raise TypeError(f"unsupported operand type(s) for +: "
+                        f"'{self.__class__.__name__}' and "
+                        f"'{other.__class__.__name__}'")
+
+    def __mul__(self, other):
+        raise TypeError(f"unsupported operand type(s) for *: "
+                        f"'{self.__class__.__name__}' and "
+                        f"'{other.__class__.__name__}'")
+
+    __radd__ = __add__
+    __rmul__ = __mul__
+
+
+class Force(LoadBase):
+    """Force acting upon a point.
+
+    Explanation
+    ===========
+
+    A force is a vector that is bound to a line of action. This class stores
+    both a point, which lies on the line of action, and the vector. A tuple can
+    also be used, with the location as the first entry and the vector as second
+    entry.
+
+    Examples
+    ========
+
+    A force of magnitude 2 along N.x acting on a point Po can be created as
+    follows:
+
+    >>> from sympy.physics.mechanics import Point, ReferenceFrame, Force
+    >>> N = ReferenceFrame('N')
+    >>> Po = Point('Po')
+    >>> Force(Po, 2 * N.x)
+    (Po, 2*N.x)
+
+    If a body is supplied, then the center of mass of that body is used.
+
+    >>> from sympy.physics.mechanics import Particle
+    >>> P = Particle('P', point=Po)
+    >>> Force(P, 2 * N.x)
+    (Po, 2*N.x)
+
+    """
+
+    def __new__(cls, point, force):
+        if isinstance(point, BodyBase):
+            point = point.masscenter
+        if not isinstance(point, Point):
+            raise TypeError('Force location should be a Point.')
+        if not isinstance(force, Vector):
+            raise TypeError('Force vector should be a Vector.')
+        return super().__new__(cls, point, force)
+
+    def __repr__(self):
+        return (f'{self.__class__.__name__}(point={self.point}, '
+                f'force={self.force})')
+
+    @property
+    def point(self):
+        return self.location
+
+    @property
+    def force(self):
+        return self.vector
+
+
+class Torque(LoadBase):
+    """Torque acting upon a frame.
+
+    Explanation
+    ===========
+
+    A torque is a free vector that is acting on a reference frame, which is
+    associated with a rigid body. This class stores both the frame and the
+    vector. A tuple can also be used, with the location as the first item and
+    the vector as second item.
+
+    Examples
+    ========
+
+    A torque of magnitude 2 about N.x acting on a frame N can be created as
+    follows:
+
+    >>> from sympy.physics.mechanics import ReferenceFrame, Torque
+    >>> N = ReferenceFrame('N')
+    >>> Torque(N, 2 * N.x)
+    (N, 2*N.x)
+
+    If a body is supplied, then the frame fixed to that body is used.
+
+    >>> from sympy.physics.mechanics import RigidBody
+    >>> rb = RigidBody('rb', frame=N)
+    >>> Torque(rb, 2 * N.x)
+    (N, 2*N.x)
+
+    """
+
+    def __new__(cls, frame, torque):
+        if isinstance(frame, BodyBase):
+            frame = frame.frame
+        if not isinstance(frame, ReferenceFrame):
+            raise TypeError('Torque location should be a ReferenceFrame.')
+        if not isinstance(torque, Vector):
+            raise TypeError('Torque vector should be a Vector.')
+        return super().__new__(cls, frame, torque)
+
+    def __repr__(self):
+        return (f'{self.__class__.__name__}(frame={self.frame}, '
+                f'torque={self.torque})')
+
+    @property
+    def frame(self):
+        return self.location
+
+    @property
+    def torque(self):
+        return self.vector
+
+
+def gravity(acceleration, *bodies):
+    """
+    Returns a list of gravity forces given the acceleration
+    due to gravity and any number of particles or rigidbodies.
+
+    Example
+    =======
+
+    >>> from sympy.physics.mechanics import ReferenceFrame, Particle, RigidBody
+    >>> from sympy.physics.mechanics.loads import gravity
+    >>> from sympy import symbols
+    >>> N = ReferenceFrame('N')
+    >>> g = symbols('g')
+    >>> P = Particle('P')
+    >>> B = RigidBody('B')
+    >>> gravity(g*N.y, P, B)
+    [(P_masscenter, P_mass*g*N.y),
+     (B_masscenter, B_mass*g*N.y)]
+
+    """
+
+    gravity_force = []
+    for body in bodies:
+        if not isinstance(body, BodyBase):
+            raise TypeError(f'{type(body)} is not a body type')
+        gravity_force.append(Force(body.masscenter, body.mass * acceleration))
+    return gravity_force
+
+
+def _parse_load(load):
+    """Helper function to parse loads and convert tuples to load objects."""
+    if isinstance(load, LoadBase):
+        return load
+    elif isinstance(load, tuple):
+        if len(load) != 2:
+            raise ValueError(f'Load {load} should have a length of 2.')
+        if isinstance(load[0], Point):
+            return Force(load[0], load[1])
+        elif isinstance(load[0], ReferenceFrame):
+            return Torque(load[0], load[1])
+        else:
+            raise ValueError(f'Load not recognized. The load location {load[0]}'
+                             f' should either be a Point or a ReferenceFrame.')
+    raise TypeError(f'Load type {type(load)} not recognized as a load. It '
+                    f'should be a Force, Torque or tuple.')

miniconda3/envs/ladir/lib/python3.10/site-packages/sympy/physics/mechanics/method.py

@@ -0,0 +1,39 @@
+from abc import ABC, abstractmethod
+
+class _Methods(ABC):
+    """Abstract Base Class for all methods."""
+
+    @abstractmethod
+    def q(self):
+        pass
+
+    @abstractmethod
+    def u(self):
+        pass
+
+    @abstractmethod
+    def bodies(self):
+        pass
+
+    @abstractmethod
+    def loads(self):
+        pass
+
+    @abstractmethod
+    def mass_matrix(self):
+        pass
+
+    @abstractmethod
+    def forcing(self):
+        pass
+
+    @abstractmethod
+    def mass_matrix_full(self):
+        pass
+
+    @abstractmethod
+    def forcing_full(self):
+        pass
+
+    def _form_eoms(self):
+        raise NotImplementedError("Subclasses must implement this.")