Move bending stiffness from plugin to the compiler.

PiperOrigin-RevId: 758677644
Change-Id: I7d5c5140ba6948002bfa4ae9d6b4bf0f6de0e39b
This commit is contained in:
Alessio Quaglino
2025-05-14 07:38:25 -07:00
committed by Copybara-Service
parent d8bebdc675
commit 71bdd915f7
23 changed files with 134 additions and 154 deletions
+7 -1
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@@ -3627,9 +3627,10 @@ element is used to adjust the properties of all edges in the flex.
.. _flexcomp-elasticity-poisson:
.. _flexcomp-elasticity-damping:
.. _flexcomp-elasticity-thickness:
.. _flexcomp-elasticity-elastic2d:
.. |body/flexcomp/elasticity attrib list| replace::
:at:`young`, :at:`poisson`, :at:`damping`, :at:`thickness`
:at:`young`, :at:`poisson`, :at:`damping`, :at:`thickness`, :at:`elastic2d`
|body/flexcomp/elasticity attrib list|
Same as in :ref:`flex/elasticity<flex-elasticity>`.
@@ -4070,6 +4071,11 @@ stress-strain relationship.. See also :ref:`deformable <CDeformable>` objects.
This thickness can be set equal to 2 times the :ref:`radius <deformable-flex-radius>` in order to match the geometry,
but is exposed separately since the radius might be constrained by considerations related to collision detection.
.. _flex-elasticity-elastic2d:
:at:`elastic2d`: :at-val:`int, "1"`
Elastic contribution to passive forces of 2D flexes. 0: none, 1: bending only, 2: stretching only, 3: bending and
stretching
.. _flex-contact:
+4
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@@ -443,6 +443,8 @@
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
| | | | :ref:`young<flexcomp-elasticity-young>` | :ref:`poisson<flexcomp-elasticity-poisson>` | :ref:`damping<flexcomp-elasticity-damping>` | :ref:`thickness<flexcomp-elasticity-thickness>` | |
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
| | | | :ref:`elastic2d<flexcomp-elasticity-elastic2d>` | | | | |
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
+------------------------------------+----+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+
| |_2| flexcomp |br| |_2| |L| | | .. table:: |
| :ref:`contact | ? | :class: mjcf-attributes |
@@ -520,6 +522,8 @@
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
| | | | :ref:`young<flex-elasticity-young>` | :ref:`poisson<flex-elasticity-poisson>` | :ref:`damping<flex-elasticity-damping>` | :ref:`thickness<flex-elasticity-thickness>` | |
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
| | | | :ref:`elastic2d<flex-elasticity-elastic2d>` | | | | |
| | | +-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+-----------------------------------------------------------------+ |
+------------------------------------+----+------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------+
| |_| deformable |br| |_| |L| | | .. table:: |
| :ref:`skin | \* | :class: mjcf-attributes |
+2
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@@ -1246,6 +1246,7 @@ struct mjModel_ {
mjtNum* flexedge_invweight0; // edge inv. weight in qpos0 (nflexedge x 1)
mjtNum* flex_radius; // radius around primitive element (nflex x 1)
mjtNum* flex_stiffness; // finite element stiffness matrix (nflexelem x 21)
mjtNum* flex_bending; // bending stiffness (nflexedge x 16)
mjtNum* flex_damping; // Rayleigh's damping coefficient (nflex x 1)
mjtNum* flex_edgestiffness; // edge stiffness (nflex x 1)
mjtNum* flex_edgedamping; // edge damping (nflex x 1)
@@ -2078,6 +2079,7 @@ typedef struct mjsFlex_ { // flex specification
double poisson; // Poisson's ratio
double damping; // Rayleigh's damping
double thickness; // thickness (2D only)
int elastic2d; // 2D passive forces; 0: none, 1: bending, 2: stretching, 3: both
// mesh properties
mjStringVec* nodebody; // node body names
+1
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@@ -913,6 +913,7 @@ struct mjModel_ {
mjtNum* flexedge_invweight0; // edge inv. weight in qpos0 (nflexedge x 1)
mjtNum* flex_radius; // radius around primitive element (nflex x 1)
mjtNum* flex_stiffness; // finite element stiffness matrix (nflexelem x 21)
mjtNum* flex_bending; // bending stiffness (nflexedge x 16)
mjtNum* flex_damping; // Rayleigh's damping coefficient (nflex x 1)
mjtNum* flex_edgestiffness; // edge stiffness (nflex x 1)
mjtNum* flex_edgedamping; // edge damping (nflex x 1)
+1
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@@ -444,6 +444,7 @@ typedef struct mjsFlex_ { // flex specification
double poisson; // Poisson's ratio
double damping; // Rayleigh's damping
double thickness; // thickness (2D only)
int elastic2d; // 2D passive forces; 0: none, 1: bending, 2: stretching, 3: both
// mesh properties
mjStringVec* nodebody; // node body names
+1
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@@ -366,6 +366,7 @@
X ( mjtNum, flexedge_invweight0, nflexedge, 1 ) \
XMJV( mjtNum, flex_radius, nflex, 1 ) \
X ( mjtNum, flex_stiffness, nflexelem, 21 ) \
X ( mjtNum, flex_bending, nflexedge, 16 ) \
X ( mjtNum, flex_damping, nflex, 1 ) \
X ( mjtNum, flex_edgestiffness, nflex, 1 ) \
X ( mjtNum, flex_edgedamping, nflex, 1 ) \
+1 -1
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@@ -39,7 +39,7 @@
radius=".001" mass="10" name="plate" dim="2">
<contact condim="3" solref="0.01 1" solimp=".95 .99 .0001"/>
<edge equality="false" damping="10"/>
<elasticity young="3e5" poisson="0" thickness="1e-2"/>
<elasticity young="3e5" poisson="0" thickness="1e-2" elastic2d="2"/>
<pin id="0 15 240 255"/>
</flexcomp>
</worldbody>
+2 -6
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@@ -37,12 +37,8 @@
<flexcomp type="grid" count="9 19 1" spacing=".05 .05 .05" mass="10"
name="flag" radius="0.001">
<edge equality="true" damping="0.001"/>
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="thickness" value="1e-2"/>
<!--Units are in Pa (SI)-->
<config key="young" value="3e6"/>
</plugin>
<elasticity poisson="0" thickness="1e-2" young="3e6"/>
<plugin plugin="mujoco.elasticity.shell"/>
</flexcomp>
</body>
</worldbody>
+1 -6
View File
@@ -39,12 +39,7 @@
radius=".01" mass=".5" name="plate" dim="2">
<contact condim="3" solref="0.01 1" solimp=".95 .99 .0001"/>
<edge equality="true" damping="10"/>
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="thickness" value="8e-3"/>
<!--Units are in Pa (SI)-->
<config key="young" value="3e5"/>
</plugin>
<elasticity poisson="0" thickness="8e-3" young="3e5"/>
</flexcomp>
</worldbody>
</mujoco>
+2 -6
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@@ -42,12 +42,8 @@
radius=".001" mass="100" name="plate">
<contact condim="3" solref="0.01 1" solimp=".95 .99 .0001"/>
<edge equality="true" damping="0.001"/>
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="thickness" value="1e-2"/>
<!--Units are in Pa (SI)-->
<config key="young" value="3e7"/>
</plugin>
<elasticity poisson="0" thickness="1e-2" young="3e7"/>
<plugin plugin="mujoco.elasticity.shell"/>
</flexcomp>
</worldbody>
</mujoco>
+2 -6
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@@ -1418,13 +1418,9 @@
398 399 418
398 376 378">
<edge equality="true" damping="0.1"/>
<elasticity young="3e5" poisson="0" thickness="8e-3"/>
<contact solref="0.003"/>
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="thickness" value="8e-3"/>
<!--Units are in Pa (SI)-->
<config key="young" value="3e5"/>
</plugin>
<plugin plugin="mujoco.elasticity.shell"/>
</flexcomp>
</worldbody>
@@ -1418,13 +1418,9 @@
398 399 418
398 376 378">
<edge equality="true" damping="0.1"/>
<elasticity poisson="0.3" young="3e5" thickness="8e-3"/>
<contact solref="0.003" contype="0" conaffinity="0" vertcollide="true"/>
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="thickness" value="8e-3"/>
<!--Units are in Pa (SI)-->
<config key="young" value="3e5"/>
</plugin>
<plugin plugin="mujoco.elasticity.shell"/>
</flexcomp>
</worldbody>
+6 -76
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@@ -33,54 +33,18 @@ namespace {
// local tetrahedron numbering
constexpr int kNumVerts = Stencil2D::kNumVerts;
// cotangent between two edges
mjtNum cot(mjtNum* x, int v0, int v1, int v2) {
mjtNum normal[3];
mjtNum edge1[3];
mjtNum edge2[3];
mju_sub3(edge1, x+3*v1, x+3*v0);
mju_sub3(edge2, x+3*v2, x+3*v0);
mju_cross(normal, edge1, edge2);
return mju_dot3(edge1, edge2) / mju_norm3(normal);
}
// area of a triangle
mjtNum ComputeVolume(const mjtNum* x, const int v[kNumVerts]) {
mjtNum normal[3];
mjtNum edge1[3];
mjtNum edge2[3];
mju_sub3(edge1, x+3*v[1], x+3*v[0]);
mju_sub3(edge2, x+3*v[2], x+3*v[0]);
mju_cross(normal, edge1, edge2);
return mju_norm3(normal) / 2;
}
} // namespace
// factory function
std::optional<Shell> Shell::Create(const mjModel* m, mjData* d, int instance) {
if (CheckAttr("poisson", m, instance) &&
CheckAttr("young", m, instance) &&
CheckAttr("thickness", m, instance)) {
mjtNum nu = strtod(mj_getPluginConfig(m, instance, "poisson"), nullptr);
mjtNum E = strtod(mj_getPluginConfig(m, instance, "young"), nullptr);
mjtNum thick =
strtod(mj_getPluginConfig(m, instance, "thickness"), nullptr);
return Shell(m, d, instance, nu, E, thick);
} else {
mju_warning("Invalid parameter specification in shell plugin");
return std::nullopt;
}
return Shell(m, d, instance);
}
// plugin constructor
Shell::Shell(const mjModel* m, mjData* d, int instance, mjtNum nu, mjtNum E,
mjtNum thick)
: f0(-1), thickness(thick) {
Shell::Shell(const mjModel* m, mjData* d, int instance)
: f0(-1) {
// count plugin bodies
nv = 0;
for (int i = 1; i < m->nbody; i++) {
@@ -104,9 +68,6 @@ Shell::Shell(const mjModel* m, mjData* d, int instance, mjtNum nu, mjtNum E,
}
}
// material parameters
mjtNum mu = E / (2*(1+nu));
// loop over all triangles
for (int t = 0; t < m->flex_elemnum[f0]; t++) {
int* v = m->flex_elem + 3*(t+m->flex_elemadr[f0]);
@@ -119,41 +80,9 @@ Shell::Shell(const mjModel* m, mjData* d, int instance, mjtNum nu, mjtNum E,
// allocate array
position.assign(nv*3, 0);
bending.assign(m->flex_edgenum[f0]*16, 0);
// store previous positions
mju_copy(position.data(), m->body_pos+3*i0, 3*nv);
// assemble bending Hessian
for (int e = 0; e < m->flex_edgenum[f0]; e++) {
int* edge = m->flex_edge + 2*(e+m->flex_edgeadr[f0]);
int* flap = m->flex_edgeflap + 2*(e+m->flex_edgeadr[f0]);
int v[4] = {edge[0], edge[1], flap[0], flap[1]};
int vadj[3] = {v[1], v[0], v[3]};
if (v[3]== -1) {
// skip boundary edges
continue;
}
// cotangent operator from Wardetzky at al., "Discrete Quadratic Curvature
// Energies", https://cims.nyu.edu/gcl/papers/wardetzky2007dqb.pdf
mjtNum a01 = cot(m->body_pos+3*i0, v[0], v[1], v[2]);
mjtNum a02 = cot(m->body_pos+3*i0, v[0], v[3], v[1]);
mjtNum a03 = cot(m->body_pos+3*i0, v[1], v[2], v[0]);
mjtNum a04 = cot(m->body_pos+3*i0, v[1], v[0], v[3]);
mjtNum c[4] = {a03 + a04, a01 + a02, -(a01 + a03), -(a02 + a04)};
mjtNum volume = ComputeVolume(m->body_pos+3*i0, v) +
ComputeVolume(m->body_pos+3*i0, vadj);
for (int v1 = 0; v1 < StencilFlap::kNumVerts; v1++) {
for (int v2 = 0; v2 < StencilFlap::kNumVerts; v2++) {
bending[16 * e + 4 * v1 + v2] +=
1.5 * c[v1] * c[v2] / volume * mu * pow(thickness, 3) / 12;
}
}
}
}
void Shell::Compute(const mjModel* m, mjData* d, int instance) {
@@ -166,10 +95,11 @@ void Shell::Compute(const mjModel* m, mjData* d, int instance) {
// skip boundary edges
continue;
}
mjtNum* k = m->flex_bending + 16*m->flex_edgeadr[f0];
for (int i = 0; i < StencilFlap::kNumVerts; i++) {
for (int j = 0; j < StencilFlap::kNumVerts; j++) {
for (int x = 0; x < 3; x++) {
force[3*i+x] += bending[16*e+4*i+j] * d->xpos[3*(i0+v[j])+x];
force[3*i+x] += k[16*e+4*i+j] * d->xpos[3*(i0+v[j])+x];
}
}
}
@@ -195,7 +125,7 @@ void Shell::RegisterPlugin() {
plugin.name = "mujoco.elasticity.shell";
plugin.capabilityflags |= mjPLUGIN_PASSIVE;
const char* attributes[] = {"young", "poisson", "thickness", "damping"};
const char* attributes[] = {"damping"};
plugin.nattribute = sizeof(attributes) / sizeof(attributes[0]);
plugin.attributes = attributes;
plugin.nstate = +[](const mjModel* m, int instance) { return 0; };
+1 -5
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@@ -51,13 +51,9 @@ class Shell {
// precomputed quantities
std::vector<mjtNum> position; // previous-step positions (nv x 3)
std::vector<mjtNum> bending; // bending Hessian (ne x 16)
mjtNum thickness;
private:
Shell(const mjModel* m, mjData* d, int instance, mjtNum nu, mjtNum E,
mjtNum thick);
Shell(const mjModel* m, mjData* d, int instance);
};
} // namespace mujoco::plugin::elasticity
+13
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@@ -2755,6 +2755,14 @@ STRUCTS: Mapping[str, StructDecl] = dict([
doc='finite element stiffness matrix',
array_extent=('nflexelem', 21),
),
StructFieldDecl(
name='flex_bending',
type=PointerType(
inner_type=ValueType(name='mjtNum'),
),
doc='bending stiffness',
array_extent=('nflexedge', 16),
),
StructFieldDecl(
name='flex_damping',
type=PointerType(
@@ -10867,6 +10875,11 @@ STRUCTS: Mapping[str, StructDecl] = dict([
type=ValueType(name='double'),
doc='thickness (2D only)',
),
StructFieldDecl(
name='elastic2d',
type=ValueType(name='int'),
doc='2D passive forces; 0: none, 1: bending, 2: stretching, 3: both', # pylint: disable=line-too-long
),
StructFieldDecl(
name='nodebody',
type=PointerType(
+1
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@@ -238,6 +238,7 @@ void mjs_defaultFlex(mjsFlex* flex) {
flex->rgba[0] = flex->rgba[1] = flex->rgba[2] = 0.5f;
flex->rgba[3] = 1.0f;
flex->thickness = -1;
flex->elastic2d = 1;
}
+70 -6
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@@ -3075,6 +3075,56 @@ static void CreateFlapStencil(std::vector<StencilFlap>& flaps,
}
}
// cotangent between two edges
double inline cot(double* x, int v0, int v1, int v2) {
double normal[3];
double edge1[3] = {x[3*v1]-x[3*v0], x[3*v1+1]-x[3*v0+1], x[3*v1+2]-x[3*v0+2]};
double edge2[3] = {x[3*v2]-x[3*v0], x[3*v2+1]-x[3*v0+1], x[3*v2+2]-x[3*v0+2]};
mjuu_crossvec(normal, edge1, edge2);
return mjuu_dot3(edge1, edge2) / sqrt(mjuu_dot3(normal, normal));
}
// area of a triangle
double inline ComputeVolume(const double* x, const int v[Stencil2D::kNumVerts]) {
double normal[3];
double edge1[3] = {x[3*v[1]]-x[3*v[0]], x[3*v[1]+1]-x[3*v[0]+1], x[3*v[1]+2]-x[3*v[0]+2]};
double edge2[3] = {x[3*v[2]]-x[3*v[0]], x[3*v[2]+1]-x[3*v[0]+1], x[3*v[2]+2]-x[3*v[0]+2]};
mjuu_crossvec(normal, edge1, edge2);
return sqrt(mjuu_dot3(normal, normal)) / 2;
}
// compute bending stiffness for a single edge
template <typename T>
void inline ComputeBending(double* bending, double* pos, const int v[4], double mu,
double thickness) {
int vadj[3] = {v[1], v[0], v[3]};
if (v[3]== -1) {
// skip boundary edges
return;
}
// cotangent operator from Wardetzky at al., "Discrete Quadratic Curvature
// Energies", https://cims.nyu.edu/gcl/papers/wardetzky2007dqb.pdf
mjtNum a01 = cot(pos, v[0], v[1], v[2]);
mjtNum a02 = cot(pos, v[0], v[3], v[1]);
mjtNum a03 = cot(pos, v[1], v[2], v[0]);
mjtNum a04 = cot(pos, v[1], v[0], v[3]);
mjtNum c[4] = {a03 + a04, a01 + a02, -(a01 + a03), -(a02 + a04)};
mjtNum volume = ComputeVolume(pos, v) +
ComputeVolume(pos, vadj);
for (int v1 = 0; v1 < T::kNumVerts; v1++) {
for (int v2 = 0; v2 < T::kNumVerts; v2++) {
bending[4 * v1 + v2] +=
1.5 * c[v1] * c[v2] / volume * mu * pow(thickness, 3) / 12;
}
}
}
//----------------------------- linear elasticity --------------------------------------------------
// Gauss Legendre quadrature points in 1 dimension on the interval [a, b]
@@ -3570,11 +3620,18 @@ void mjCFlex::Compile(const mjVFS* vfs) {
// set size
nedge = (int)edge.size();
// create flap stencil
if (dim == 2) {
CreateFlapStencil(flaps, elem_, edgeidx_);
}
// compute elasticity
if (young > 0) {
if (poisson < 0 || poisson >= 0.5) {
throw mjCError(this, "Poisson ratio must be in [0, 0.5)");
}
// linear elasticity
stiffness.assign(21*nelem, 0);
if (interpolated) {
int min_size = ceil(nodexpos.size()*nodexpos.size() / 21);
@@ -3583,11 +3640,13 @@ void mjCFlex::Compile(const mjVFS* vfs) {
}
ComputeLinearStiffness(stiffness, nodexpos.data(), young, poisson);
}
// geometrically nonlinear elasticity
for (unsigned int t = 0; t < nelem; t++) {
if (interpolated) {
continue;
}
if (dim == 2) {
if (dim == 2 && elastic2d >= 2 && thickness > 0) {
ComputeStiffness<Stencil2D>(stiffness, vertxpos,
elem_.data() + (dim + 1) * t, t, young,
poisson, thickness);
@@ -3597,6 +3656,16 @@ void mjCFlex::Compile(const mjVFS* vfs) {
poisson);
}
}
// bending stiffness (2D only)
if (dim == 2 && (elastic2d == 1 || elastic2d == 3) && thickness > 0) {
bending.assign(nedge*16, 0);
for (unsigned int e = 0; e < nedge; e++) {
ComputeBending<StencilFlap>(bending.data() + 16 * e, vertxpos.data(), flaps[e].vertices,
young / (2 * (1 + poisson)), thickness);
}
}
}
// add plugins
@@ -3613,11 +3682,6 @@ void mjCFlex::Compile(const mjVFS* vfs) {
}
}
// create flap stencil
if (dim == 2) {
CreateFlapStencil(flaps, elem_, edgeidx_);
}
// create shell fragments and element-vertex collision pairs
CreateShellPair();
+5
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@@ -3043,6 +3043,11 @@ void mjCModel::CopyObjects(mjModel* m) {
} else {
mjuu_zerovec(m->flex_stiffness + 21 * elem_adr, 21 * pfl->nelem);
}
if (!pfl->bending.empty()) {
mjuu_copyvec(m->flex_bending + 16 * edge_adr, pfl->bending.data(), pfl->bending.size());
} else {
mjuu_zerovec(m->flex_bending + 16 * edge_adr, 16 * pfl->nedge);
}
m->flex_damping[i] = (mjtNum)pfl->damping;
// set fields: mesh-like
+1
View File
@@ -857,6 +857,7 @@ class mjCFlex_ : public mjCBase {
std::vector<double> elemaabb_; // element bounding volume
std::vector<int> edgeidx_; // element edge ids
std::vector<double> stiffness; // elasticity stiffness matrix
std::vector<double> bending; // bending stiffness matrix
// variable-size data
std::vector<std::string> vertbody_; // vertex body names
+5 -3
View File
@@ -311,7 +311,7 @@ const char* MJCF[nMJCF][mjXATTRNUM] = {
"flatskin", "pos", "quat", "axisangle", "xyaxes", "zaxis", "euler", "origin"},
{"<"},
{"edge", "?", "5", "equality", "solref", "solimp", "stiffness", "damping"},
{"elasticity", "?", "4", "young", "poisson", "damping", "thickness"},
{"elasticity", "?", "5", "young", "poisson", "damping", "thickness", "elastic2d"},
{"contact", "?", "14", "contype", "conaffinity", "condim", "priority",
"friction", "solmix", "solref", "solimp", "margin", "gap",
"internal", "selfcollide", "activelayers", "vertcollide"},
@@ -332,7 +332,7 @@ const char* MJCF[nMJCF][mjXATTRNUM] = {
"friction", "solmix", "solref", "solimp", "margin", "gap",
"internal", "selfcollide", "activelayers", "vertcollide"},
{"edge", "?", "2", "stiffness", "damping"},
{"elasticity", "?", "4", "young", "poisson", "damping", "thickness"},
{"elasticity", "?", "5", "young", "poisson", "damping", "thickness", "elastic2d"},
{">"},
{"skin", "*", "9", "name", "file", "material", "rgba", "inflate",
"vertex", "texcoord", "face", "group"},
@@ -1401,6 +1401,7 @@ void mjXReader::OneFlex(XMLElement* elem, mjsFlex* flex) {
ReadAttr(elasticity, "poisson", 1, &flex->poisson, text);
ReadAttr(elasticity, "thickness", 1, &flex->thickness, text);
ReadAttr(elasticity, "damping", 1, &flex->damping, text);
ReadAttr(elasticity, "elastic2d", 1, &flex->elastic2d, text);
}
// write error info
@@ -2664,10 +2665,11 @@ void mjXReader::OneFlexcomp(XMLElement* elem, mjsBody* body, const mjVFS* vfs) {
ReadAttr(elasticity, "poisson", 1, &dflex.poisson, text);
ReadAttr(elasticity, "damping", 1, &dflex.damping, text);
ReadAttr(elasticity, "thickness", 1, &dflex.thickness, text);
ReadAttr(elasticity, "elastic2d", 1, &dflex.elastic2d, text);
}
// check errors
if (elasticity && fcomp.equality) {
if (dflex.elastic2d >= 2 && fcomp.equality) {
throw mjXError(elem, "elasticity and edge constraints cannot both be present");
}
+1
View File
@@ -194,6 +194,7 @@ void mjXWriter::OneFlex(XMLElement* elem, const mjCFlex* flex) {
WriteAttr(elastic, "poisson", 1, &flex->poisson, &defflex.poisson);
WriteAttr(elastic, "thickness", 1, &flex->thickness, &defflex.thickness);
WriteAttr(elastic, "damping", 1, &flex->damping, &defflex.damping);
WriteAttr(elastic, "elastic2d", 1, &flex->elastic2d, &defflex.elastic2d);
// edge subelement
XMLElement* edge = InsertEnd(elem, "edge");
+4 -32
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@@ -65,11 +65,8 @@ TEST_F(ElasticityTest, ElasticEnergyShell) {
<worldbody>
<flexcomp type="grid" count="8 8 1" spacing="1 1 1"
radius=".025" name="test" dim="2">
<plugin plugin="mujoco.elasticity.shell">
<config key="poisson" value="0"/>
<config key="young" value="2"/>
<config key="thickness" value="1"/>
</plugin>
<elasticity young="2" poisson="0" thickness="1"/>
<plugin plugin="mujoco.elasticity.shell"/>
</flexcomp>
</worldbody>
</mujoco>
@@ -97,7 +94,7 @@ TEST_F(ElasticityTest, ElasticEnergyShell) {
for (int x = 0; x < 3; x++) {
mjtNum elongation1 = scale * shell->position[3*v[i]+x];
mjtNum elongation2 = scale * shell->position[3*v[j]+x];
energy += shell->bending[16*e+4*i+j] * elongation1 * elongation2;
energy += m->flex_bending[16*e+4*i+j] * elongation1 * elongation2;
}
}
}
@@ -117,7 +114,7 @@ TEST_F(PluginTest, ElasticEnergyMembrane) {
<worldbody>
<flexcomp type="grid" count="8 8 1" spacing="1 1 1"
radius=".025" name="test" dim="2">
<elasticity young="2" poisson="0" thickness="1"/>
<elasticity young="2" poisson="0" thickness="1" elastic2d="2"/>
<edge equality="false"/>
</flexcomp>
</worldbody>
@@ -161,31 +158,6 @@ TEST_F(PluginTest, ElasticEnergyMembrane) {
mj_deleteModel(m);
}
TEST_F(ElasticityTest, InvalidThickness) {
static constexpr char xml[] = R"(
<mujoco>
<extension>
<plugin plugin="mujoco.elasticity.shell"/>
</extension>
<worldbody>
<flexcomp type="grid" count="2 2 1" spacing="1 1 1"
radius=".025" name="test" dim="2">
<plugin plugin="mujoco.elasticity.shell">
<config key="thickness" value="hello"/>
</plugin>
<edge equality="false"/>
</flexcomp>
</worldbody>
</mujoco>
)";
char error[1024] = {0};
mjModel* m = LoadModelFromString(xml, error, sizeof(error));
ASSERT_THAT(m, testing::IsNull());
EXPECT_THAT(error, ::testing::HasSubstr("Invalid parameter"));
}
// -------------------------------- solid -----------------------------------
TEST_F(ElasticityTest, ElasticEnergySolid) {
static constexpr char cantilever_xml[] = R"(
+1
View File
@@ -5497,6 +5497,7 @@ public unsafe struct mjModel_ {
public double* flexedge_invweight0;
public double* flex_radius;
public double* flex_stiffness;
public double* flex_bending;
public double* flex_damping;
public double* flex_edgestiffness;
public double* flex_edgedamping;