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f915d94 | 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 | """Deterministic backend: underdamped second-order step response.
Model: y(s)/u(s) = K * wn^2 / (s^2 + 2*zeta*wn*s + wn^2), step of size A at t = 0,
zero initial conditions, 0 < zeta < 1. Normalised response:
c(t) = 1 - exp(-zeta*wn*t) / sqrt(1 - zeta^2) * sin(wd*t + theta)
with wd = wn*sqrt(1 - zeta^2) and theta = atan(sqrt(1 - zeta^2) / zeta) = acos(zeta).
Physical output is y(t) = y_final * c(t), where y_final = K*A (or F/k for a mass-spring-damper).
"""
import math
import numpy as np
VERSION = "1.0"
# Valid input ranges, enforced before any calculation runs
RANGES = {
"zeta": (0.05, 0.95), # underdamped only, away from the singular ends
"wn": (0.1, 500.0), # rad/s
"mass": (0.01, 10_000.0), # kg
"stiffness": (1.0, 1e7), # N/m
"damping": (0.0, 1e6), # N*s/m, zeta range is checked after conversion
"force": (-1e6, 1e6), # N, nonzero
"amplitude": (-1e6, 1e6), # step size in input units, nonzero
"gain": (-1e6, 1e6), # DC gain K, nonzero
"os_limit": (0.1, 99.0), # percent
"ts_limit": (1e-4, 1e5), # s
}
BANDS = {"2%": 0.02, "5%": 0.05} # settling band as a fraction of the final value
class InputError(ValueError):
"""Raised with a user-facing message when inputs are out of scope."""
def _check(name, value, label, unit=""):
"""Validate one numeric input against RANGES and return it as float."""
if value is None:
raise InputError(f"Enter a value for {label}.")
value = float(value)
if not math.isfinite(value):
raise InputError(f"{label} must be a finite number.")
lo, hi = RANGES[name]
if not lo <= value <= hi:
raise InputError(f"{label} must be between {lo:g} and {hi:g} {unit}".strip() + ".")
return value
def normalised_response(t, zeta, wn):
"""Closed-form unit step response c(t) of the standard second-order system."""
root = math.sqrt(1.0 - zeta**2)
wd = wn * root # damped natural frequency
theta = math.acos(zeta) # phase, equals atan(root / zeta)
return 1.0 - np.exp(-zeta * wn * t) / root * np.sin(wd * t + theta)
def _bisect(f, a, b, iters=80):
"""Root of f on [a, b] assuming a sign change; plain bisection for determinism."""
fa = f(a)
for _ in range(iters):
m = 0.5 * (a + b)
fm = f(m)
if (fm > 0) == (fa > 0):
a, fa = m, fm # root lies in the right half
else:
b = m # root lies in the left half
return 0.5 * (a + b)
def _first_crossing(level, zeta, wn, t_max, n=20_000):
"""First time c(t) reaches a level, refined by bisection."""
t = np.linspace(0.0, t_max, n)
c = normalised_response(t, zeta, wn)
idx = int(np.argmax(c >= level)) # first grid point at or above the level
f = lambda x: float(normalised_response(np.array(x), zeta, wn)) - level
return _bisect(f, t[max(idx - 1, 0)], t[idx])
def _settling_time(band, zeta, wn):
"""Last time |c(t) - 1| exceeds the band, searched up to the envelope bound."""
root = math.sqrt(1.0 - zeta**2)
sigma = zeta * wn
t_env = -math.log(band * root) / sigma # envelope is inside the band after this
t = np.linspace(0.0, t_env, 40_000)
err = np.abs(normalised_response(t, zeta, wn) - 1.0)
outside = np.nonzero(err > band)[0]
last = int(outside[-1]) # last grid sample still outside the band
f = lambda x: abs(float(normalised_response(np.array(x), zeta, wn)) - 1.0) - band
return _bisect(f, t[last], t[min(last + 1, len(t) - 1)]), t_env
def _q(label, value, unit, formula=""):
"""One labelled quantity in the structured record."""
return {"label": label, "value": float(value), "unit": unit, "formula": formula}
def compute(mode, wn=None, zeta=None, amplitude=1.0, gain=1.0,
mass=None, damping=None, stiffness=None, force=None,
band_name="2%", os_limit=None, ts_limit=None):
"""Validate inputs, compute every metric, and return a structured record.
mode is "normalised" (wn, zeta, amplitude, gain) or "mass-spring-damper"
(mass, damping, stiffness, force). Design limits are optional; None skips a check.
"""
if band_name not in BANDS:
raise InputError("Choose a settling band of 2% or 5%.")
band = BANDS[band_name]
inputs = {}
if mode == "normalised":
wn = _check("wn", wn, "Natural frequency ωn", "rad/s")
zeta = _check("zeta", zeta, "Damping ratio ζ")
amplitude = _check("amplitude", amplitude, "Step size A")
gain = _check("gain", gain, "DC gain K")
if amplitude == 0 or gain == 0:
raise InputError("Step size and DC gain must be nonzero, otherwise the output never moves.")
y_final, out_unit, out_name = gain * amplitude, "", "output" # dimensionless output
inputs["wn"] = _q("Natural frequency ωn", wn, "rad/s")
inputs["zeta"] = _q("Damping ratio ζ", zeta, "")
inputs["amplitude"] = _q("Step size A", amplitude, "")
inputs["gain"] = _q("DC gain K", gain, "")
elif mode == "mass-spring-damper":
mass = _check("mass", mass, "Mass m", "kg")
stiffness = _check("stiffness", stiffness, "Spring stiffness k", "N/m")
damping = _check("damping", damping, "Damping coefficient c", "N·s/m")
force = _check("force", force, "Step force F", "N")
if force == 0:
raise InputError("Step force must be nonzero, otherwise the mass never moves.")
wn = math.sqrt(stiffness / mass) # rad/s
zeta = damping / (2.0 * math.sqrt(stiffness * mass))
lo, hi = RANGES["zeta"]
if not lo <= zeta <= hi:
kind = "overdamped or critically damped" if zeta >= 1 else "outside the supported range"
raise InputError(
f"These values give ζ = {zeta:.3f}, which is {kind}. This calculator covers "
f"underdamped systems with {lo} ≤ ζ ≤ {hi}; adjust c, k, or m.")
if not RANGES["wn"][0] <= wn <= RANGES["wn"][1]:
raise InputError(f"These values give ωn = {wn:.3g} rad/s, outside 0.1 to 500 rad/s.")
y_final, out_unit, out_name = force / stiffness * 1000.0, "mm", "displacement"
inputs["mass"] = _q("Mass m", mass, "kg")
inputs["damping"] = _q("Damping coefficient c", damping, "N·s/m")
inputs["stiffness"] = _q("Spring stiffness k", stiffness, "N/m")
inputs["force"] = _q("Step force F", force, "N")
else:
raise InputError("Choose an input mode.")
if os_limit is not None:
os_limit = _check("os_limit", os_limit, "Overshoot limit", "%")
if ts_limit is not None:
ts_limit = _check("ts_limit", ts_limit, "Settling time limit", "s")
# Core closed-form quantities
root = math.sqrt(1.0 - zeta**2)
sigma = zeta * wn # decay rate of the envelope
wd = wn * root # damped natural frequency
theta = math.acos(zeta) # phase angle in the formula
t_peak = math.pi / wd # first peak
os_frac = math.exp(-zeta * math.pi / root) # fractional overshoot
t_rise_0_100 = (math.pi - theta) / wd # first time c(t) = 1
ts_textbook = (4.0 if band == 0.02 else 3.0) / sigma # classic 4/σ or 3/σ rule
# Numerical quantities, still deterministic
ts_exact, t_env = _settling_time(band, zeta, wn)
t10 = _first_crossing(0.1, zeta, wn, t_peak)
t90 = _first_crossing(0.9, zeta, wn, t_peak)
# Self-check: sampled peak should match the closed-form peak time and height
grid = np.linspace(0.0, 2.0 * t_peak, 200_001)
c = normalised_response(grid, zeta, wn)
i_max = int(np.argmax(c))
peak_time_err = abs(grid[i_max] - t_peak)
peak_height_err = abs(c[i_max] - (1.0 + os_frac))
derived = {}
if mode == "mass-spring-damper":
# Only physical inputs need wn and zeta derived; normalised inputs already list them
derived["wn"] = _q("Natural frequency ωn", wn, "rad/s", "√(k/m)")
derived["zeta"] = _q("Damping ratio ζ", zeta, "", "c / (2√(km))")
derived.update({
"wd": _q("Damped frequency ωd", wd, "rad/s", "ωn√(1−ζ²)"),
"sigma": _q("Envelope decay rate σ", sigma, "1/s", "ζωn"),
"theta": _q("Phase angle θ", math.degrees(theta), "deg", "atan(√(1−ζ²)/ζ)"),
"period": _q("Damped period Td", 2 * math.pi / wd, "s", "2π/ωd"),
})
metrics = {
"final": _q(f"Final {out_name}", y_final, out_unit, "K·A" if mode == "normalised" else "F/k"),
"overshoot": _q("Percent overshoot", 100 * os_frac, "%", "100·exp(−ζπ/√(1−ζ²))"),
"peak_value": _q(f"Peak {out_name}", y_final * (1 + os_frac), out_unit, "final·(1 + OS)"),
"peak_time": _q("Peak time Tp", t_peak, "s", "π/ωd"),
"rise_10_90": _q("Rise time, 10% to 90%", t90 - t10, "s", "numerical, bisection"),
"rise_0_100": _q("Rise time, 0% to 100%", t_rise_0_100, "s", "(π−θ)/ωd"),
"ts_exact": _q(f"Settling time, {band_name} band", ts_exact, "s", "numerical, last band exit"),
"ts_textbook": _q("Settling time, textbook estimate", ts_textbook, "s",
"4/(ζωn)" if band == 0.02 else "3/(ζωn)"),
}
checks = []
if os_limit is not None:
# Minimum damping ratio that meets the overshoot limit
ln_os = math.log(os_limit / 100.0)
zeta_req = -ln_os / math.sqrt(math.pi**2 + ln_os**2)
ok = 100 * os_frac <= os_limit
checks.append({
"name": "Overshoot", "value": 100 * os_frac, "limit": os_limit, "unit": "%",
"result": "PASS" if ok else "FAIL",
"requirement": _q("ζ needed for this overshoot limit", zeta_req, "", "−ln(OS)/√(π²+ln²OS)"),
})
if ts_limit is not None:
# Envelope-based ωn that settles within the limit at the current ζ
wn_req = -math.log(band * root) / (zeta * ts_limit)
ok = ts_exact <= ts_limit
checks.append({
"name": "Settling time", "value": ts_exact, "limit": ts_limit, "unit": "s",
"result": "PASS" if ok else "FAIL",
"requirement": _q("ωn needed for this settling limit (envelope bound)", wn_req, "rad/s",
"−ln(band·√(1−ζ²)) / (ζ·Ts,max)"),
})
warnings = []
if zeta < 0.2:
warnings.append("Very light damping: many oscillations before settling; small parameter errors change results noticeably.")
if zeta > 0.8:
warnings.append("Close to critical damping: overshoot is tiny and the textbook settling estimate is least accurate here.")
if abs(ts_exact - ts_textbook) / ts_exact > 0.25:
warnings.append("The textbook settling estimate differs from the exact value by more than 25%.")
return {
"calculator": "Underdamped second-order step response",
"version": VERSION,
"mode": mode,
"output_name": out_name,
"output_unit": out_unit,
"settling_band": band_name,
"inputs": inputs,
"derived": derived,
"metrics": metrics,
"checks": checks,
"poles": {"real": -sigma, "imag": wd, "unit": "rad/s"},
"assumptions": [
"Linear, time-invariant second-order system with no zeros.",
"Ideal step applied at t = 0 with zero initial position and velocity.",
"Underdamped only: 0.05 ≤ ζ ≤ 0.95.",
"Settling time is the last exit from the band around the final value.",
],
"warnings": warnings,
"self_check": {"peak_time_error_s": peak_time_err, "peak_height_error": peak_height_err},
"_curve": {"zeta": zeta, "wn": wn, "y_final": y_final, "band": band,
"t_end": max(1.3 * ts_exact, 3 * t_peak)},
}
def fmt(value, sig=4):
"""Readable number: sig figs, no scientific notation for everyday sizes."""
if value == 0:
return "0"
mag = math.floor(math.log10(abs(value)))
if -4 <= mag < 6:
decimals = max(sig - 1 - mag, 0)
text = f"{value:.{decimals}f}"
return text.rstrip("0").rstrip(".") if "." in text else text
return f"{value:.{sig - 1}e}"
def to_text(record):
"""Human-readable version of the record, the exact text the LLM receives."""
lines = [f"{record['calculator']} (v{record['version']}, {record['mode']} inputs)", "", "Inputs:"]
for q in record["inputs"].values():
lines.append(f" {q['label']}: {fmt(q['value'])} {q['unit']}".rstrip())
lines.append("Derived parameters:")
for q in record["derived"].values():
lines.append(f" {q['label']}: {fmt(q['value'])} {q['unit']}".rstrip())
p = record["poles"]
lines.append(f" Poles: {fmt(p['real'])} ± j{fmt(p['imag'])} rad/s")
lines.append("Step response metrics:")
for q in record["metrics"].values():
lines.append(f" {q['label']}: {fmt(q['value'])} {q['unit']}".rstrip())
if record["checks"]:
lines.append("Design checks:")
for ch in record["checks"]:
req = ch["requirement"]
lines.append(f" {ch['name']}: {fmt(ch['value'])} {ch['unit']} vs limit {fmt(ch['limit'])} "
f"{ch['unit']} -> {ch['result']}; {req['label']}: {fmt(req['value'])} {req['unit']}".rstrip())
else:
lines.append("Design checks: none requested")
if record["warnings"]:
lines.append("Warnings:")
lines += [f" {w}" for w in record["warnings"]]
return "\n".join(lines)
def to_rows(record):
"""Table rows (quantity, value, unit, formula) for the numerical results panel."""
rows = []
for group in ("metrics", "derived"):
for q in record[group].values():
rows.append([q["label"], fmt(q["value"]), q["unit"], q["formula"]])
p = record["poles"]
rows.append(["Poles", f"{fmt(p['real'])} ± j{fmt(p['imag'])}", "rad/s", "−ζωn ± jωd"])
return rows
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