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Crack width calculation was added

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This commit is contained in:
Evgeny Redikultsev
2024-05-11 20:19:56 +05:00
parent 08d36dfbd5
commit 027d9a7666
20 changed files with 475 additions and 155 deletions
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27
StructureHelperLogics/NdmCalculations/Cracking/CrackWidthLogicSP63.cs
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@@ -20,10 +20,22 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Service);
TraceLogger?.AddMessage("Method of crack width calculation based on SP 63.13330.2018");
CheckOptions();
TraceLogger?.AddMessage($"Term factor fi1= {InputData.Length}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Bond factor fi2= {inputData.BondFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Stress state factor fi3= {inputData.StressStateFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"PsiS factor PsiS= {inputData.PsiSFactor}", TraceLogStatuses.Service);
TraceLogger?.AddMessage($"Length between cracks Ls = {inputData.Length}", TraceLogStatuses.Service);
//check if strain of concrete greater than strain of rebar
if (inputData.ConcreteStrain > inputData.RebarStrain) { return 0d; }
double width = (inputData.RebarStrain - inputData.ConcreteStrain) * inputData.Length;
double rebarElongation = inputData.RebarStrain - inputData.ConcreteStrain;
if (rebarElongation < 0d)
{
TraceLogger?.AddMessage($"Elongation of rebar is negative, may be rebar is under compression, width of crack a,crc = 0(dimensionless)");
return 0d;
}
TraceLogger?.AddMessage($"Rebar elongation Epsilon = {inputData.RebarStrain} - {inputData.ConcreteStrain} = {rebarElongation}(dimensionless)");
double width = rebarElongation * inputData.Length;
width *= inputData.TermFactor * inputData.BondFactor * inputData.StressStateFactor * inputData.PsiSFactor;
TraceLogger?.AddMessage($"Width of crack a,crc = {width}(m)");
return width;
}
@@ -37,34 +49,33 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
inputData = InputData as CrackWidthLogicInputDataSP63;
if (inputData.Length <=0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": length between cracks L={inputData.Length} must be greate than zero";
errorString = ErrorStrings.DataIsInCorrect + $": length between cracks Ls={inputData.Length} must be greate than zero";
}
if (inputData.TermFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Term factor {inputData.TermFactor} must be greate than zero";
errorString = ErrorStrings.DataIsInCorrect + $": Term factor fi1 {inputData.TermFactor} must be greate than zero";
}
if (inputData.BondFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.BondFactor} must be greate than zero";
errorString = ErrorStrings.DataIsInCorrect + $": Bond factor fi2 {inputData.BondFactor} must be greate than zero";
}
if (inputData.StressStateFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": Bond factor {inputData.StressStateFactor} must be greate than zero";
errorString = ErrorStrings.DataIsInCorrect + $": Stress factor fi3 factor {inputData.StressStateFactor} must be greate than zero";
}
if (inputData.PsiSFactor <= 0d)
{
errorString = ErrorStrings.DataIsInCorrect + $": PsiS factor {inputData.PsiSFactor} must be greate than zero";
}
if (errorString != string.Empty)
{
TraceLogger?.AddMessage(errorString, TraceLogStatuses.Error);
throw new StructureHelperException(errorString);
}
TraceLogger?.AddMessage($"Checking parameters has done succefully", TraceLogStatuses.Service);
}
}
}