Download data/plugin/elasticity/cable.cc from introvoyz041/mujoco: direct link, hf CLI and curl.
- Browser
- Download file 10.2 kB
-
https://huggingface.co/datasets/introvoyz041/mujoco/resolve/main/data/plugin/elasticity/cable.cc
- Command line
-
hf download hf://datasets/introvoyz041/mujoco/data/plugin/elasticity/cable.cc
-
curl -L -o cable.cc https://huggingface.co/datasets/introvoyz041/mujoco/resolve/main/data/plugin/elasticity/cable.cc
10.2 kB
| // Copyright 2022 DeepMind Technologies Limited | |
| // | |
| // Licensed under the Apache License, Version 2.0 (the "License"); | |
| // you may not use this file except in compliance with the License. | |
| // You may obtain a copy of the License at | |
| // | |
| // http://www.apache.org/licenses/LICENSE-2.0 | |
| // | |
| // Unless required by applicable law or agreed to in writing, software | |
| // distributed under the License is distributed on an "AS IS" BASIS, | |
| // WITHOUT WARRANTIES OR CONDITIONS OF ANY KIND, either express or implied. | |
| // See the License for the specific language governing permissions and | |
| // limitations under the License. | |
| namespace mujoco::plugin::elasticity { | |
| namespace { | |
| // Jet color palette | |
| void scalar2rgba(float rgba[4], mjtNum stress[3], mjtNum vmin, mjtNum vmax) { | |
| // L2 norm of the stress | |
| mjtNum v = mju_norm3(stress); | |
| v = v < vmin ? vmin : v; | |
| v = v > vmax ? vmax : v; | |
| mjtNum dv = vmax - vmin; | |
| if (v < (vmin + 0.25 * dv)) { | |
| rgba[0] = 0; | |
| rgba[1] = 4 * (v - vmin) / dv; | |
| rgba[2] = 1; | |
| } else if (v < (vmin + 0.5 * dv)) { | |
| rgba[0] = 0; | |
| rgba[1] = 1; | |
| rgba[2] = 1 + 4 * (vmin + 0.25 * dv - v) / dv; | |
| } else if (v < (vmin + 0.75 * dv)) { | |
| rgba[0] = 4 * (v - vmin - 0.5 * dv) / dv; | |
| rgba[1] = 1; | |
| rgba[2] = 0; | |
| } else { | |
| rgba[0] = 1; | |
| rgba[1] = 1 + 4 * (vmin + 0.75 * dv - v) / dv; | |
| rgba[2] = 0; | |
| } | |
| } | |
| // compute quaternion difference between two frames in joint coordinates | |
| void QuatDiff(mjtNum* quat, const mjtNum body_quat[4], | |
| const mjtNum joint_quat[4], bool pullback = false) { | |
| if (pullback == 0) { | |
| // contribution in local coordinates | |
| mju_mulQuat(quat, body_quat, joint_quat); | |
| } else { | |
| // contribution pulled-back in local coordinates of the other body | |
| mjtNum invquat[4]; | |
| mju_mulQuat(invquat, body_quat, joint_quat); | |
| mju_negQuat(quat, invquat); | |
| } | |
| } | |
| // compute local stress given material properties, orientation, | |
| // and reference curvature | |
| // inputs: | |
| // stiffness - material parameters | |
| // quat - orientation of the body in local coordinates | |
| // omega0 - initial curvature | |
| // xquat - Cartesian orientation of the body (optional) | |
| // scl - scaling of the force | |
| // outputs: | |
| // stress - local stress contribution | |
| void LocalStress(mjtNum stress[3], | |
| const mjtNum stiffness[4], | |
| const mjtNum quat[4], const mjtNum omega0[3], | |
| bool pullback = false) { | |
| mjtNum omega[3]; | |
| // compute curvature | |
| mju_quat2Vel(omega, quat, 1.0); | |
| // subtract omega0 in reference configuration | |
| mjtNum tmp[] = { | |
| - stiffness[0]*(omega[0] - omega0[0]) / stiffness[3], | |
| - stiffness[1]*(omega[1] - omega0[1]) / stiffness[3], | |
| - stiffness[2]*(omega[2] - omega0[2]) / stiffness[3], | |
| }; | |
| // pull-back into the other body frame | |
| if (pullback) { | |
| mjtNum invquat[4]; | |
| mju_negQuat(invquat, quat); | |
| mju_rotVecQuat(stress, tmp, invquat); | |
| } else { | |
| mju_copy3(stress, tmp); | |
| } | |
| } | |
| // reads numeric attributes | |
| bool CheckAttr(const char* name, const mjModel* m, int instance) { | |
| char *end; | |
| std::string value = mj_getPluginConfig(m, instance, name); | |
| value.erase(std::remove_if(value.begin(), value.end(), isspace), value.end()); | |
| strtod(value.c_str(), &end); | |
| return end == value.data() + value.size(); | |
| } | |
| } // namespace | |
| // factory function | |
| std::optional<Cable> Cable::Create( | |
| const mjModel* m, mjData* d, int instance) { | |
| if (CheckAttr("twist", m, instance) && CheckAttr("bend", m, instance)) { | |
| return Cable(m, d, instance); | |
| } else { | |
| mju_warning("Invalid parameter specification in cable plugin"); | |
| return std::nullopt; | |
| } | |
| } | |
| // plugin constructor | |
| Cable::Cable(const mjModel* m, mjData* d, int instance) { | |
| // parameters were validated by the factor function | |
| std::string flat = mj_getPluginConfig(m, instance, "flat"); | |
| mjtNum G = strtod(mj_getPluginConfig(m, instance, "twist"), nullptr); | |
| mjtNum E = strtod(mj_getPluginConfig(m, instance, "bend"), nullptr); | |
| vmax = strtod(mj_getPluginConfig(m, instance, "vmax"), nullptr); | |
| // count plugin bodies | |
| n = 0; | |
| for (int i = 1; i < m->nbody; i++) { | |
| if (m->body_plugin[i] == instance) { | |
| if (!n++) { | |
| i0 = i; | |
| } | |
| } | |
| } | |
| // allocate arrays | |
| prev.assign(n, 0); // index of previous body | |
| next.assign(n, 0); // index of next body | |
| omega0.assign(3*n, 0); // reference curvature | |
| stress.assign(3*n, 0); // mechanical stress | |
| stiffness.assign(4*n, 0); // material parameters | |
| // run forward kinematics to populate xquat (mjData not yet initialized) | |
| mju_zero(d->mocap_quat, 4*m->nmocap); | |
| mju_copy(d->qpos, m->qpos0, m->nq); | |
| mj_kinematics(m, d); | |
| // compute initial curvature | |
| for (int b = 0; b < n; b++) { | |
| int i = i0 + b; | |
| if (m->body_plugin[i] != instance) { | |
| mju_error("This body does not have the requested plugin instance"); | |
| } | |
| bool first = (b == 0), last = (b == n-1); | |
| prev[b] = first ? 0 : -1; | |
| next[b] = last ? 0 : +1; | |
| // compute omega0: curvature at equilibrium | |
| if (prev[b] && flat != "true") { | |
| int qadr = m->jnt_qposadr[m->body_jntadr[i]] + m->body_dofnum[i]-3; | |
| mju_subQuat(omega0.data()+3*b, m->body_quat+4*i, d->qpos+qadr); | |
| } else { | |
| mju_zero3(omega0.data()+3*b); | |
| } | |
| // compute physical parameters | |
| int geom_i = m->body_geomadr[i]; | |
| mjtNum J = 0, Iy = 0, Iz = 0; | |
| if (m->geom_type[geom_i] == mjGEOM_CYLINDER || | |
| m->geom_type[geom_i] == mjGEOM_CAPSULE) { | |
| // https://en.wikipedia.org/wiki/Torsion_constant#Circle | |
| // https://en.wikipedia.org/wiki/List_of_second_moments_of_area | |
| J = mjPI * pow(m->geom_size[3*geom_i+0], 4) / 2; | |
| Iy = Iz = mjPI * pow(m->geom_size[3*geom_i+0], 4) / 4.; | |
| } else if (m->geom_type[geom_i] == mjGEOM_BOX) { | |
| // https://en.wikipedia.org/wiki/Torsion_constant#Rectangle | |
| // https://en.wikipedia.org/wiki/List_of_second_moments_of_area | |
| mjtNum h = m->geom_size[3*geom_i+1]; | |
| mjtNum w = m->geom_size[3*geom_i+2]; | |
| mjtNum a = std::max(h, w); | |
| mjtNum b = std::min(h, w); | |
| J = a*pow(b, 3)*(16./3.-3.36*b/a*(1-pow(b, 4)/pow(a, 4)/12)); | |
| Iy = pow(2 * w, 3) * 2 * h / 12.; | |
| Iz = pow(2 * h, 3) * 2 * w / 12.; | |
| } | |
| stiffness[4*b+0] = J * G; | |
| stiffness[4*b+1] = Iy * E; | |
| stiffness[4*b+2] = Iz * E; | |
| stiffness[4*b+3] = | |
| prev[b] ? mju_dist3(d->xpos+3*i, d->xpos+3*(i+prev[b])) : 0; | |
| } | |
| } | |
| void Cable::Compute(const mjModel* m, mjData* d, int instance) { | |
| for (int b = 0; b < n; b++) { | |
| // index into body array | |
| int i = i0 + b; | |
| if (m->body_plugin[i] != instance) { | |
| mju_error( | |
| "This body is not associated with the requested plugin instance"); | |
| } | |
| // if no stiffness, skip body | |
| if (!stiffness[b*4+0] && !stiffness[b*4+1] && !stiffness[b*4+2]) { | |
| continue; | |
| } | |
| // elastic forces | |
| mjtNum quat[4] = {0}; | |
| mjtNum lfrc[3] = {0}; | |
| // local orientation | |
| if (prev[b]) { | |
| int qadr = m->jnt_qposadr[m->body_jntadr[i]] + m->body_dofnum[i]-3; | |
| QuatDiff(quat, m->body_quat+4*i, d->qpos+qadr); | |
| // contribution of orientation i-1 to xfrc i | |
| LocalStress(stress.data() + 3 * b, stiffness.data() + 4 * b, quat, | |
| omega0.data() + 3 * b, true); | |
| mju_addToScl3(lfrc, stress.data() + 3 * b, 1.0); | |
| } | |
| if (next[b]) { | |
| int bn = b + next[b]; | |
| int in = i + next[b]; | |
| // local orientation | |
| int qadr = m->jnt_qposadr[m->body_jntadr[in]] + m->body_dofnum[in]-3; | |
| QuatDiff(quat, m->body_quat+4*in, d->qpos+qadr); | |
| // contribution of orientation i+1 to xfrc i | |
| LocalStress(stress.data() + 3 * bn, stiffness.data() + 4 * bn, quat, | |
| omega0.data() + 3 * bn); | |
| mju_addToScl3(lfrc, stress.data() + 3 * bn, -1.0); | |
| } | |
| // convert from global coordinates and apply torque to com | |
| mjtNum xfrc[3] = {0}; | |
| mju_rotVecQuat(xfrc, lfrc, d->xquat+4*i); | |
| mj_applyFT(m, d, 0, xfrc, d->xpos+3*i, i, d->qfrc_passive); | |
| } | |
| } | |
| void Cable::Visualize(const mjModel* m, mjData* d, mjvScene* scn, | |
| int instance) { | |
| if (!vmax) { | |
| return; | |
| } | |
| for (int b = 0; b < n; b++) { | |
| int i = i0 + b; | |
| int bn = b + next[b]; | |
| // set geometry color based on stress norm | |
| mjtNum stress_m[3] = {0}; | |
| mjtNum *stress_l = prev[b] ? stress.data()+3*b : stress.data()+3*bn; | |
| mjtNum *stress_r = next[b] ? stress.data()+3*bn : stress.data()+3*b; | |
| mju_add3(stress_m, stress_l, stress_r); | |
| mju_scl3(stress_m, stress_m, 0.5); | |
| scalar2rgba(m->geom_rgba + 4*m->body_geomadr[i], stress_m, 0, vmax); | |
| } | |
| } | |
| void Cable::RegisterPlugin() { | |
| mjpPlugin plugin; | |
| mjp_defaultPlugin(&plugin); | |
| plugin.name = "mujoco.elasticity.cable"; | |
| plugin.capabilityflags |= mjPLUGIN_PASSIVE; | |
| const char* attributes[] = {"twist", "bend", "flat", "vmax"}; | |
| plugin.nattribute = sizeof(attributes) / sizeof(attributes[0]); | |
| plugin.attributes = attributes; | |
| plugin.nstate = +[](const mjModel* m, int instance) { return 0; }; | |
| plugin.init = +[](const mjModel* m, mjData* d, int instance) { | |
| auto elasticity_or_null = Cable::Create(m, d, instance); | |
| if (!elasticity_or_null.has_value()) { | |
| return -1; | |
| } | |
| d->plugin_data[instance] = reinterpret_cast<uintptr_t>( | |
| new Cable(std::move(*elasticity_or_null))); | |
| return 0; | |
| }; | |
| plugin.destroy = +[](mjData* d, int instance) { | |
| delete reinterpret_cast<Cable*>(d->plugin_data[instance]); | |
| d->plugin_data[instance] = 0; | |
| }; | |
| plugin.compute = | |
| +[](const mjModel* m, mjData* d, int instance, int capability_bit) { | |
| auto* elasticity = reinterpret_cast<Cable*>(d->plugin_data[instance]); | |
| elasticity->Compute(m, d, instance); | |
| }; | |
| plugin.visualize = +[](const mjModel* m, mjData* d, const mjvOption* opt, mjvScene* scn, | |
| int instance) { | |
| auto* elasticity = reinterpret_cast<Cable*>(d->plugin_data[instance]); | |
| elasticity->Visualize(m, d, scn, instance); | |
| }; | |
| mjp_registerPlugin(&plugin); | |
| } | |
| } // namespace mujoco::plugin::elasticity | |