internal new static IfcMechanicalSteelMaterialProperties Parse(string strDef) { IfcMechanicalSteelMaterialProperties p = new IfcMechanicalSteelMaterialProperties(); int ipos = 0; parseFields(p, ParserSTEP.SplitLineFields(strDef), ref ipos); return p; }
internal static void parseFields(IfcMechanicalSteelMaterialProperties p, List<string> arrFields, ref int ipos)
{
IfcMechanicalMaterialProperties.parseFields(p, arrFields, ref ipos);
p.mYieldStress = ParserSTEP.ParseDouble(arrFields[ipos++]);
p.mUltimateStress = ParserSTEP.ParseDouble(arrFields[ipos++]);
p.mUltimateStrain = ParserSTEP.ParseDouble(arrFields[ipos++]);
p.mHardeningModule = ParserSTEP.ParseDouble(arrFields[ipos++]);
p.mProportionalStress = ParserSTEP.ParseDouble(arrFields[ipos++]);
p.mPlasticStrain = ParserSTEP.ParseDouble(arrFields[ipos++]);
string str = arrFields[ipos++];
if (str != "$")
p.mRelaxations = ParserSTEP.SplitListLinks(str);
}
internal IfcMechanicalSteelMaterialProperties(IfcMechanicalSteelMaterialProperties p)
: base(p)
{
mYieldStress = p.mYieldStress;
mUltimateStress = p.mUltimateStress;
mUltimateStrain = p.mUltimateStrain;
mHardeningModule = p.mHardeningModule;
mProportionalStress = p.mProportionalStress;
mPlasticStrain = p.mPlasticStrain;
mRelaxations = new List<int>(p.mRelaxations);
}
