Crack width logic was changed
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@@ -29,7 +29,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
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double rebarElongation = inputData.RebarStrain - inputData.ConcreteStrain;
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double rebarElongation = inputData.RebarStrain - inputData.ConcreteStrain;
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if (rebarElongation < 0d)
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if (rebarElongation < 0d)
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{
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{
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TraceLogger?.AddMessage($"Elongation of rebar is negative, may be rebar is under compression, width of crack a,crc = 0(dimensionless)");
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TraceLogger?.AddMessage($"Elongation of rebar is negative, may be rebar is under compression, width of crack a,crc = 0");
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return 0d;
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return 0d;
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}
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}
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TraceLogger?.AddMessage($"Rebar elongation Epsilon = {inputData.RebarStrain} - {inputData.ConcreteStrain} = {rebarElongation}(dimensionless)");
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TraceLogger?.AddMessage($"Rebar elongation Epsilon = {inputData.RebarStrain} - {inputData.ConcreteStrain} = {rebarElongation}(dimensionless)");
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