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Ndm prestrain logic was changed

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This commit is contained in:
Evgeny Redikultsev
2024-08-26 22:25:49 +05:00
parent c1b9f80a96
commit f5deffd237
16 changed files with 48 additions and 34 deletions
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8
StructureHelperLogics/NdmCalculations/Cracking/SofteningLogics/RebarStressSofteningLogic.cs
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@@ -69,6 +69,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
public double GetSofteningFactor()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Debug);
if (IsResultActual == false)
{
GetRebarAndConcreteNdms();
@@ -106,8 +107,10 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
rebarActualStrain = actualRebarResult.RebarStrain;
rebarActualStress = actualRebarResult.RebarStress;
TraceLogger?.AddMessage($"Actual strain of rebar EpsilonS = {rebarActualStrain}(dimensionless)");
concreteStrainActual = concreteNdm.Prestrain;
//concreteStrainActual = stressLogic.GetTotalStrain(TupleConverter.ConvertToLoaderStrainMatrix(strainTupleActual), concreteNdm);
concreteStrainActual = concreteNdm
.PrestrainLogic
.GetAll()
.Sum(x => x.PrestrainValue);
TraceLogger?.AddMessage($"Actual strain of concrete on the axis of rebar EpsilonC = {concreteStrainActual}(dimensionless)");
if (crackResult.IsSectionCracked == false)
{
@@ -126,7 +129,6 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
TraceLogger?.AddMessage($"Actual stress in rebar Sigma,s = {rebarActualStress}(Pa)");
double psiS = GetExponentialSofteningFactor(stressInCracking);
TraceLogger?.AddMessage($"PsiS = {psiS}");
//return 0.94d;
return psiS;
}