int PressureIndependMultiYield::getResponse (int responseID, Information &matInfo)
{
switch (responseID) {
case -1:
return -1;
case 1:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getCommittedStress();
return 0;
case 2:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getCommittedStrain();
return 0;
case 3:
if (matInfo.theMatrix != 0)
*(matInfo.theMatrix) = getTangent();
return 0;
case 4:
if (matInfo.theMatrix != 0)
getBackbone(*(matInfo.theMatrix));
return 0;
default:
return -1;
}
}
int PressureIndependMultiYield::getResponse (int responseID, Information &matInfo)
{
switch (responseID) {
case -1:
return -1;
case 1:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getCommittedStress();
return 0;
case 2:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getCommittedStrain();
return 0;
case 3:
if (matInfo.theMatrix != 0)
*(matInfo.theMatrix) = getTangent();
return 0;
case 4:
if (matInfo.theMatrix != 0)
getBackbone(*(matInfo.theMatrix));
return 0;
// begin change by Alborz Ghofrani UW --- get 6 components of stress
case 5:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getStressToRecord(3);
return 0;
case 6:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getStressToRecord(4);
return 0;
case 7:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getStressToRecord(5);
return 0;
case 8:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getStressToRecord(6);
return 0;
case 9:
if (matInfo.theVector != 0)
*(matInfo.theVector) = getStressToRecord(7);
return 0;
// end change by Alborz Ghofrani UW
default:
return -1;
}
}