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Fix crack width calculation

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ear
2024-12-19 17:43:04 +05:00
parent a14433f3cb
commit 2cd350d3e8
1 changed files with 7 additions and 5 deletions
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12
StructureHelperLogics/NdmCalculations/Cracking/CrackWidthCalculationLogic.cs
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@@ -17,7 +17,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private ICrackWidthLogic crackWidthLogic;
private RebarCrackResult result;
private ICrackSofteningLogic crackSofteningLogic;
private IRebarStressResult rebarStressResult;
private IRebarStressResult longRebarStressResult;
private ICrackWidthLogicInputData acrc2InputData;
private ICrackWidthLogicInputData acrc1InputData;
private ICrackWidthLogicInputData acrc3InputData;
@@ -83,7 +83,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
TraceLogger?.AddMessage($"Short term softening factor calculation");
crackSofteningLogic = GetSofteningLogic(InputData.ShortRebarData);
rebarStressResult = GetRebarStressResult(InputData.ShortRebarData);
longRebarStressResult = GetRebarStressResult(InputData.ShortRebarData);
acrc3InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.LongRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = acrc3InputData;
longTermLoadShortConcreteCrackWidth = crackWidthLogic.GetCrackWidth();
@@ -99,7 +99,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
CrackWidth = acrcShort,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateShortCrackWidth,
RebarStressResult = rebarStressResult,
RebarStressResult = longRebarStressResult,
SofteningFactor = crackSofteningLogic.GetSofteningFactor()
};
TraceCrackResult(shortRebarResult);
@@ -110,7 +110,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
TraceLogger?.AddMessage($"Long term softening factor calculation");
crackSofteningLogic = GetSofteningLogic(InputData.LongRebarData);
rebarStressResult = GetRebarStressResult(InputData.LongRebarData);
longRebarStressResult = GetRebarStressResult(InputData.LongRebarData);
acrc1InputData = GetCrackWidthInputData(crackSofteningLogic, InputData.LongRebarData, CalcTerms.LongTerm);
crackWidthLogic.InputData = acrc1InputData;
longTermLoadLongTermConcreteCrackWidth = crackWidthLogic.GetCrackWidth();
@@ -119,7 +119,7 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
CrackWidth = longTermLoadLongTermConcreteCrackWidth,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateLongCrackWidth,
RebarStressResult = rebarStressResult,
RebarStressResult = longRebarStressResult,
SofteningFactor = crackSofteningLogic.GetSofteningFactor()
};
TraceLogger?.AddMessage($"Long crack width acrc = acrc,1 = {longTermLoadLongTermConcreteCrackWidth}(m)");
@@ -166,6 +166,8 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
private ICrackWidthLogicInputData GetCrackWidthInputData(ICrackSofteningLogic crackSofteningLogic, IRebarCrackInputData inputData, CalcTerms calcTerm)
{
//to do fix multy recall
IRebarStressResult rebarStressResult = GetRebarStressResult(inputData);
var factoryInputData = new CrackWidthLogicInputDataFactory(crackSofteningLogic)
{
CalcTerm = calcTerm,