本文整理汇总了C++中NLStructuralElement::giveDomain方法的典型用法代码示例。如果您正苦于以下问题：C++ NLStructuralElement::giveDomain方法的具体用法？C++ NLStructuralElement::giveDomain怎么用？C++ NLStructuralElement::giveDomain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NLStructuralElement的用法示例。
在下文中一共展示了NLStructuralElement::giveDomain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: if
void
GradDpElement :: computeStressVectorAndLocalCumulatedStrain(FloatArray &answer, double localCumulatedStrain, GaussPoint *gp, TimeStep *tStep)
{
NLStructuralElement *elem = this->giveNLStructuralElement();
double nlCumulatedStrain;
int nlGeo = elem->giveGeometryMode();
StructuralCrossSection *cs = elem->giveStructuralCrossSection();
GradDpMaterialExtensionInterface *dpmat = static_cast< GradDpMaterialExtensionInterface * >(
cs->giveMaterialInterface(GradDpMaterialExtensionInterfaceType, gp) );
if ( !dpmat ) {
OOFEM_ERROR("Material doesn't implement the required DpGrad interface!");
}
this->computeNonlocalCumulatedStrain(nlCumulatedStrain, gp, tStep);
if ( nlGeo == 0 ) {
FloatArray Epsilon;
this->computeLocalStrainVector(Epsilon, gp, tStep);
dpmat->giveRealStressVectorGrad(answer, localCumulatedStrain, gp, Epsilon, nlCumulatedStrain, tStep);
} else if ( nlGeo == 1 ) {
if ( elem->giveDomain()->giveEngngModel()->giveFormulation() == TL ) {
FloatArray vF;
this->computeDeformationGradientVector(vF, gp, tStep);
dpmat->giveFirstPKStressVectorGrad(answer, localCumulatedStrain, gp, vF, nlCumulatedStrain, tStep);
} else {
FloatArray vF;
this->computeDeformationGradientVector(vF, gp, tStep);
dpmat->giveCauchyStressVectorGrad(answer, localCumulatedStrain, gp, vF, nlCumulatedStrain, tStep);
}
}
}示例2: if
void
PhaseFieldElement :: computeStressVectorAndLocalCumulatedStrain(FloatArray &answer, double localCumulatedStrain, GaussPoint *gp, TimeStep *stepN)
//PhaseFieldElement :: computeStressVector(FloatArray &answer, double localCumulatedStrain, GaussPoint *gp, TimeStep *stepN)
{
NLStructuralElement *elem = this->giveNLStructuralElement();
nlGeo = elem->giveGeometryMode();
StructuralCrossSection *cs = this->giveNLStructuralElement()->giveStructuralCrossSection();
//this->computeDamage(alpha, gp, stepN);
if ( nlGeo == 0 ) {
FloatArray Epsilon;
this->computeLocalStrainVector(Epsilon, gp, stepN);
dpmat->giveRealStressVector(answer, gp, Epsilon, nlCumulatedStrain, stepN);
} else if ( nlGeo == 1 ) {
if ( elem->giveDomain()->giveEngngModel()->giveFormulation() == TL ) {
FloatArray vF;
this->computeDeformationGradientVector(vF, gp, stepN);
dpmat->giveFirstPKStressVector(answer, gp, vF, nlCumulatedStrain, stepN);
}
}
}