void
MisesMat :: giveRealStressVector_1d(FloatArray &answer,
GaussPoint *gp,
const FloatArray &totalStrain,
TimeStep *tStep)
{
/// @note: One should obtain the same answer using the iterations in the default implementation (this is verified for this model).
#if 1
MisesMatStatus *status = static_cast< MisesMatStatus * >( this->giveStatus(gp) );
this->performPlasticityReturn(gp, totalStrain);
double omega = computeDamage(gp, tStep);
answer = status->giveTempEffectiveStress();
answer.times(1 - omega);
// Compute the other components of the strain:
LinearElasticMaterial *lmat = this->giveLinearElasticMaterial();
double E = lmat->give('E', gp), nu = lmat->give('n', gp);
FloatArray strain = status->getTempPlasticStrain();
strain[0] = totalStrain[0];
strain[1] -= nu / E * status->giveTempEffectiveStress()[0];
strain[2] -= nu / E * status->giveTempEffectiveStress()[0];
status->letTempStrainVectorBe(strain);
status->setTempDamage(omega);
status->letTempStressVectorBe(answer);
#else
StructuralMaterial :: giveRealStressVector_1d(answer, gp, totalStrain, tStep);
#endif
}
