本文整理汇总了C++中StructuralInterfaceMaterialStatus::giveTempFirstPKTraction方法的典型用法代码示例。如果您正苦于以下问题：C++ StructuralInterfaceMaterialStatus::giveTempFirstPKTraction方法的具体用法？C++ StructuralInterfaceMaterialStatus::giveTempFirstPKTraction怎么用？C++ StructuralInterfaceMaterialStatus::giveTempFirstPKTraction使用的例子？那么恭喜您, 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StructuralInterfaceMaterialStatus的用法示例。
在下文中一共展示了StructuralInterfaceMaterialStatus::giveTempFirstPKTraction方法的1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: giveIPValue
int
StructuralInterfaceMaterial :: giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)
{
StructuralInterfaceMaterialStatus *status = static_cast< StructuralInterfaceMaterialStatus * >( this->giveStatus(gp) );
if ( type == IST_InterfaceJump ) {
answer = status->giveJump();
answer.resizeWithValues(3); // In case some model is not storing all components.
return 1;
} else if ( type == IST_InterfaceTraction ) {
answer = status->giveTraction();
answer.resizeWithValues(3);
return 1;
} else if ( type == IST_InterfaceFirstPKTraction ) {
answer = status->giveFirstPKTraction();
answer = status->giveTempFirstPKTraction();
answer.resizeWithValues(3);
return 1;
} else if ( type == IST_DeformationGradientTensor ) {
answer.beVectorForm( status->giveF() );
return 1;
} else if ( type == IST_InterfaceNormal ) {
answer = status->giveNormal();
return 1;
} else {
return Material :: giveIPValue(answer, gp, type, tStep);
}
}