C++ (Cpp) MisesMatNlStatus::letTempStrainVectorBeの例

コード例 #1

ファイル: misesmatnl.C プロジェクト: vivianyw/oofem

void
MisesMatNl :: giveRealStressVector(FloatArray &answer, GaussPoint *gp,
                                   const FloatArray &totalStrain, TimeStep *tStep)
{
    MisesMatNlStatus *nlStatus = static_cast< MisesMatNlStatus * >( this->giveStatus(gp) );
    this->initGpForNewStep(gp);

    double tempDam;
    performPlasticityReturn(gp, totalStrain);
    tempDam = this->computeDamage(gp, tStep);
    answer.beScaled(1.0 - tempDam, nlStatus->giveTempEffectiveStress());
    nlStatus->setTempDamage(tempDam);
    nlStatus->letTempStrainVectorBe(totalStrain);
    nlStatus->letTempStressVectorBe(answer);
}

コード例 #2

ファイル: misesmatnl.C プロジェクト: JimBrouzoulis/oofem-1

void
MisesMatNl :: giveRealStressVector(FloatArray &answer, MatResponseForm form, GaussPoint *gp,
                                   const FloatArray &totalStrain, TimeStep *atTime)
{
    MisesMatNlStatus *nlStatus = ( MisesMatNlStatus * ) this->giveStatus(gp);
    this->initGpForNewStep(gp);

    double tempDam;
    FloatArray tempEffStress, totalStress;
    MaterialMode mode = gp->giveMaterialMode();
    performPlasticityReturn(gp, totalStrain, mode);
    tempDam = this->computeDamage(gp, atTime);
    nlStatus->giveTempEffectiveStress(tempEffStress);
    answer.beScaled( 1.0 - tempDam, tempEffStress);
    nlStatus->setTempDamage(tempDam);
    nlStatus->letTempStrainVectorBe(totalStrain);
    nlStatus->letTempStressVectorBe(answer);
}