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Crack edit window was added

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This commit is contained in:
Evgeny Redikultsev
2024-05-18 21:45:25 +05:00
parent 845929406e
commit ed2846dc8c
20 changed files with 534 additions and 58 deletions
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82
StructureHelperLogics/NdmCalculations/Cracking/SofteningLogics/RebarStressSofteningLogic.cs
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@@ -20,27 +20,64 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
public class RebarStressSofteningLogic : ICrackSofteningLogic
{
private IStressLogic stressLogic;
private RebarStressResult afterCrackingRebarResult;
/// <summary>
/// Rebar result immediately after cracking appearance
/// </summary>
private RebarStressResult crackRebarResult;
/// <summary>
/// Rebar resul for actual force combination
/// </summary>
private RebarStressResult actualRebarResult;
private INdm concreteNdm;
private INdm rebarNdm;
private INdm? concreteNdm;
private INdm? rebarNdm;
private double rebarStrainActual;
private double rebarActualStrain;
private double concreteStrainActual;
private double rebarStressActual;
private double rebarActualStress;
private double softeningFactor;
private double minValueOfFactor = 0.2d;
private RebarPrimitive rebarPrimitive;
private RebarCrackInputData inputData;
public double MinValueOfFactor { get; set; } = 0.2d;
public RebarPrimitive RebarPrimitive { get; set; }
public RebarCrackInputData InputData { get; set; }
public double MinValueOfFactor
{
get => minValueOfFactor; set
{
minValueOfFactor = value;
IsResultActual = false;
}
}
public RebarPrimitive RebarPrimitive
{
get => rebarPrimitive; set
{
rebarPrimitive = value;
IsResultActual = false;
}
}
public RebarCrackInputData InputData
{
get => inputData; set
{
inputData = value;
IsResultActual = false;
}
}
public IShiftTraceLogger? TraceLogger { get; set; }
public bool IsResultActual { get; private set; } = false;
public double GetSofteningFactor()
{
GetNdms();
return GetPsiSFactor(InputData.ForceTuple, InputData.CrackableNdmCollection, InputData.CrackedNdmCollection);
if (IsResultActual == false)
{
GetNdms();
softeningFactor = GetPsiSFactor(InputData.ForceTuple, InputData.CrackableNdmCollection);
IsResultActual = true;
}
return softeningFactor;
}
private void GetNdms()
@@ -55,7 +92,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
rebarNdm = RebarPrimitive.GetRebarNdm(options);
}
private double GetPsiSFactor(ForceTuple forceTuple, IEnumerable<INdm> crackableNndms, IEnumerable<INdm> crackedNndms)
private double GetPsiSFactor(ForceTuple forceTuple, IEnumerable<INdm> crackableNndms)
{
var crackResult = calculateCrackTuples(forceTuple, crackableNndms);
@@ -66,11 +103,10 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
throw new StructureHelperException(errorString);
}
actualRebarResult = GetRebarStressResult(forceTuple);
rebarStrainActual = actualRebarResult.RebarStrain;
rebarStressActual = actualRebarResult.RebarStress;
TraceLogger?.AddMessage($"Actual strain of rebar EpsilonS = {rebarStrainActual}(dimensionless)");
rebarActualStrain = actualRebarResult.RebarStrain;
rebarActualStress = actualRebarResult.RebarStress;
TraceLogger?.AddMessage($"Actual strain of rebar EpsilonS = {rebarActualStrain}(dimensionless)");
concreteStrainActual = concreteNdm.Prestrain;
//concreteStrainActual = stressLogic.GetTotalStrain(TupleConverter.ConvertToLoaderStrainMatrix(strainTupleActual), concreteNdm);
TraceLogger?.AddMessage($"Actual strain of concrete on the axis of rebar EpsilonC = {concreteStrainActual}(dimensionless)");
@@ -84,11 +120,11 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
TraceLogger?.AddMessage($"Section is cracked in start force combination, PsiS = 1.0");
return 1d;
}
afterCrackingRebarResult = GetRebarStressResult(crackResult.TupleOfCrackAppearance as ForceTuple);
crackRebarResult = GetRebarStressResult(crackResult.TupleOfCrackAppearance as ForceTuple);
var stressInCracking = afterCrackingRebarResult.RebarStress;
var stressInCracking = crackRebarResult.RebarStress;
TraceLogger?.AddMessage($"Stress in rebar immediately after cracking Sigma,scrc = {stressInCracking}(Pa)");
TraceLogger?.AddMessage($"Actual stress in rebar Sigma,s = {rebarStressActual}(Pa)");
TraceLogger?.AddMessage($"Actual stress in rebar Sigma,s = {rebarActualStress}(Pa)");
double psiS = GetExponentialSofteningFactor(stressInCracking);
TraceLogger?.AddMessage($"PsiS = {psiS}");
//return 0.94d;
@@ -97,7 +133,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private double GetExponentialSofteningFactor(double stressInCracking)
{
var stressRatio = stressInCracking / rebarStressActual;
var stressRatio = stressInCracking / rebarActualStress;
var logic = new ExpSofteningLogic()
{
ForceRatio = stressRatio,
@@ -116,13 +152,13 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
NdmCollection = ndms,
CheckedNdmCollection = new List<INdm>() { concreteNdm },
TraceLogger = TraceLogger?.GetSimilarTraceLogger(100)
//TraceLogger = TraceLogger?.GetSimilarTraceLogger(100)
};
var crackedLogis = new CrackedLogic(sectionCrackedLogic)
{
StartTuple = new ForceTuple(),
EndTuple = forceTuple,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(100)
//TraceLogger = TraceLogger?.GetSimilarTraceLogger(100)
};
var calculator = new CrackForceCalculator(crackedLogis)
{
@@ -133,7 +169,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
IterationAccuracy = 0.01d,
MaxIterationCount = 1000
},
TraceLogger = TraceLogger?.GetSimilarTraceLogger(150)
//TraceLogger = TraceLogger?.GetSimilarTraceLogger(150)
};
calculator.Run();
return calculator.Result as CrackForceResult;