本文整理汇总了C++中GaussPoint::setMaterialMode方法的典型用法代码示例。如果您正苦于以下问题：C++ GaussPoint::setMaterialMode方法的具体用法？C++ GaussPoint::setMaterialMode怎么用？C++ GaussPoint::setMaterialMode使用的例子？那么, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类GaussPoint的用法示例。
在下文中一共展示了GaussPoint::setMaterialMode方法的2个代码示例，这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞，您的评价将有助于系统推荐出更棒的C++代码示例。
示例1: computeStiffnessMatrix
void
tet21ghostsolid :: computeStiffnessMatrix(FloatMatrix &answer, MatResponseMode rMode, TimeStep *tStep)
{
IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif
FloatMatrix Kf, G, Kx, D, B, Ed, EdB, dNx;
FloatArray Nlin, dNv;
for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
GaussPoint *gp = iRule->getIntegrationPoint(j);
double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
double weight = gp->giveWeight();
this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
dNv.resize(30); // dNv = [dN1/dx dN1/dy dN1/dz dN2/dx dN2/dy dN2/dz ... dN10/dz]
for (int k = 0; k<dNx.giveNumberOfRows(); k++) {
dNv.at(k*3+1) = dNx.at(k+1,1);
dNv.at(k*3+2) = dNx.at(k+1,2);
dNv.at(k*3+3) = dNx.at(k+1,3);
}
if (nlGeometry == 0) {
this->computeBmatrixAt(gp, B);
// Fluid part
gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
fluidMaterial->giveDeviatoricStiffnessMatrix(Ed, TangentStiffness, gp, tStep);
#else
OOFEM_ERROR("Fluid module missing\n");
#endif
gp->setMaterialMode(_3dMat);
EdB.beProductOf(Ed, B);
Kf.plusProductSymmUpper(B, EdB, detJ*weight);
// Ghost solid part
EdB.beProductOf(Dghost, B);
Kx.plusProductSymmUpper(B, EdB, detJ*weight);
// Incompressibility part
G.plusDyadUnsym(dNv, Nlin, -detJ*weight);
} else {
OOFEM_ERROR ("No support for large deformations yet!");
}
}
FloatMatrix GT;
GT.beTranspositionOf(G);
//GTdeltat.beTranspositionOf(G);
//GTdeltat.times(deltat);
Kf.symmetrized();
Kx.symmetrized();
// Kf.printYourself();
// G.printYourself();
// GT.printYourself();
// Kx.printYourself();
answer.resize(64, 64);
answer.zero();
#define USEUNCOUPLED 0
#if USEUNCOUPLED == 1
// Totaly uncoupled
answer.assemble(Kf, momentum_ordering, momentum_ordering);
answer.assemble(G, momentum_ordering, conservation_ordering);
answer.assemble(GT, conservation_ordering, momentum_ordering);
answer.assemble(Kx, ghostdisplacement_ordering, ghostdisplacement_ordering);
#else
answer.assemble(Kf, ghostdisplacement_ordering, ghostdisplacement_ordering);
answer.assemble(Kf, ghostdisplacement_ordering, momentum_ordering);
answer.assemble(G, ghostdisplacement_ordering, conservation_ordering);
answer.assemble(GT, conservation_ordering, ghostdisplacement_ordering);
answer.assemble(GT, conservation_ordering, momentum_ordering);
answer.assemble(Kx, momentum_ordering, ghostdisplacement_ordering);
#endif
//answer.printYourself();
}示例2: giveInternalForcesVector
void
tet21ghostsolid :: giveInternalForcesVector(FloatArray &answer, TimeStep *tStep, int useUpdatedGpRecord)
{
IntegrationRule *iRule = integrationRulesArray [ giveDefaultIntegrationRule() ];
#ifdef __FM_MODULE
FluidDynamicMaterial *fluidMaterial = static_cast< FluidCrossSection * >( this->giveCrossSection() )->giveFluidMaterial();
#endif
FloatMatrix Kf, G, Kx, B, Ed, dNx;
FloatArray Strain, Stress, Nlin, dNv, a, aVelocity, aPressure, aGhostDisplacement, fluidStress, epsf;
FloatArray momentum, conservation, auxstress;
double pressure, epsvol;
this->computeVectorOf( VM_Total, tStep, a);
if (!tStep->isTheFirstStep()) {
// a.printYourself();
}
aVelocity.beSubArrayOf(a, momentum_ordering);
aPressure.beSubArrayOf(a, conservation_ordering);
aGhostDisplacement.beSubArrayOf(a, ghostdisplacement_ordering);
for (int j = 0; j<iRule->giveNumberOfIntegrationPoints(); j++) {
GaussPoint *gp = iRule->getIntegrationPoint(j);
double detJ = fabs( ( this->interpolation.giveTransformationJacobian( * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) ) ) );
double weight = gp->giveWeight();
this->interpolation.evaldNdx( dNx, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
this->interpolation_lin.evalN( Nlin, * gp->giveNaturalCoordinates(), FEIElementGeometryWrapper(this) );
dNv.resize(30);
for (int k = 0; k<dNx.giveNumberOfColumns(); k++) {
dNv.at(k*3+1) = dNx.at(1,k+1);
dNv.at(k*3+2) = dNx.at(2,k+1);
dNv.at(k*3+3) = dNx.at(3,k+1);
}
if (nlGeometry == 0) {
this->computeBmatrixAt(gp, B);
epsf.beProductOf(B, aVelocity);
pressure = Nlin.dotProduct(aPressure);
// Fluid part
gp->setMaterialMode(_3dFlow);
#ifdef __FM_MODULE
fluidMaterial->computeDeviatoricStressVector(fluidStress, epsvol, gp, epsf, pressure, tStep);
#else
OOFEM_ERROR("Missing FM module");
#endif
gp->setMaterialMode(_3dMat);
momentum.plusProduct(B, fluidStress, detJ*weight);
momentum.add(-pressure * detJ * weight, dNv);
conservation.add(epsvol * detJ * weight, Nlin);
// Ghost solid part
Strain.beProductOf(B, aGhostDisplacement);
Stress.beProductOf(Dghost, Strain);
auxstress.plusProduct(B, Stress, detJ * weight);
} else {
OOFEM_ERROR("No support for large deformations yet!");
}
}
answer.resize(64);
answer.zero();
#if USEUNCOUPLED == 1
// Totaly uncoupled
answer.assemble(momentum, momentum_ordering);
answer.assemble(conservation, conservation_ordering);
answer.assemble(auxstress, ghostdisplacement_ordering);
#else
answer.assemble(momentum, ghostdisplacement_ordering);
answer.assemble(conservation, conservation_ordering);
answer.assemble(auxstress, momentum_ordering);
#endif
// Test linear
/* if (this->giveNumber() == 364) {
FloatMatrix K;
FloatArray ans;
this->computeStiffnessMatrix(K, TangentStiffness, tStep);
ans.beProductOf(K, a);
ans.printYourself();
answer.printYourself();
} */
}