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User data for cracks were added

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This commit is contained in:
Evgeny Redikultsev
2024-05-18 15:51:59 +05:00
parent b32a7ce7df
commit 845929406e
31 changed files with 925 additions and 175 deletions
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82
StructureHelperLogics/NdmCalculations/Cracking/RebarCrackCalculator.cs
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@@ -1,6 +1,8 @@
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Calculators;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperLogics.NdmCalculations.Primitives;
@@ -8,8 +10,11 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
public class RebarCrackCalculator : ICalculator
{
ICrackWidthLogic crackWidthLogic = new CrackWidthLogicSP63();
RebarCrackResult result;
private ICrackSofteningLogic crackSofteningLogic;
private ICrackWidthLogic crackWidthLogic = new CrackWidthLogicSP63();
private RebarCrackResult result;
private RebarStressResult rebarStressResult;
public string Name { get; set; }
public RebarCrackCalculatorInputData InputData { get; set; }
public IResult Result => result;
@@ -32,16 +37,36 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
crackWidthLogic.TraceLogger = TraceLogger?.GetSimilarTraceLogger(50);
try
{
GetSofteningLogic(InputData.LongRebarData);
rebarStressResult = GetRebarStressResult(InputData.LongRebarData);
var dataAcrc1 = GetCrackWidthInputData(InputData.LongRebarData, CalcTerms.LongTerm);
var dataAcrc2 = GetCrackWidthInputData(InputData.LongRebarData, CalcTerms.ShortTerm);
var dataAcrc3 = GetCrackWidthInputData(InputData.ShortRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = dataAcrc1;
crackWidthLogic.InputData = dataAcrc1;
var acrc1 = crackWidthLogic.GetCrackWidth();
var longRebarResult = new CrackWidthTupleResult()
{
CrackWidth = acrc1,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateLongCrackWidth,
RebarStrain = rebarStressResult.RebarStrain,
ConcreteStrain = rebarStressResult.ConcreteStrain
};
GetSofteningLogic(InputData.ShortRebarData);
rebarStressResult = GetRebarStressResult(InputData.ShortRebarData);
var dataAcrc3 = GetCrackWidthInputData(InputData.ShortRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = dataAcrc2;
var acrc2 = crackWidthLogic.GetCrackWidth();
crackWidthLogic.InputData = dataAcrc3;
var acrc3 = crackWidthLogic.GetCrackWidth();
double acrcShort = acrc1 - acrc2 + acrc3;
TraceLogger?.AddMessage($"Long crack width acrc = acrc,1 = {acrc1}(m)");
TraceLogger?.AddMessage($"Short crack width acrc = acrc,1 - acrc,2 + acrc,3 = {acrc1} - {acrc2} + {acrc3} = {acrcShort}(m)");
var shortRebarResult = new CrackWidthTupleResult()
{
CrackWidth = acrcShort,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateShortCrackWidth
};
result.LongTermResult = longRebarResult;
}
@@ -53,13 +78,35 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
result.RebarPrimitive = InputData.RebarPrimitive;
}
private void GetSofteningLogic(RebarCrackInputData rebarData)
{
if (InputData.UserCrackInputData.SetSofteningFactor == true)
{
crackSofteningLogic = new StabSoftetingLogic(InputData.UserCrackInputData.SofteningFactor)
{
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
}
else
{
crackSofteningLogic = new RebarStressSofteningLogic()
{
RebarPrimitive = InputData.RebarPrimitive,
InputData = rebarData,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
}
}
private ICrackWidthLogicInputData GetCrackWidthInputData(RebarCrackInputData inputData, CalcTerms calcTerm)
{
var factoryInputData = new CrackWidthLogicInputDataFactory()
var factoryInputData = new CrackWidthLogicInputDataFactory(crackSofteningLogic)
{
CalcTerm = calcTerm,
InputData = inputData,
RebarPrimitive = InputData.RebarPrimitive,
RebarStrain = rebarStressResult.RebarStrain,
ConcreteStrain = rebarStressResult.ConcreteStrain,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
var crackWidthInputData = factoryInputData.GetCrackWidthLogicInputData();
@@ -70,5 +117,24 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
throw new NotImplementedException();
}
private RebarStressResult GetRebarStressResult(RebarCrackInputData inputData)
{
var calculator = new RebarStressCalculator()
{
ForceTuple = inputData.ForceTuple,
NdmCollection = inputData.CrackedNdmCollection,
RebarPrimitive = InputData.RebarPrimitive
};
calculator.Run();
var result = calculator.Result as RebarStressResult;
if (result.IsValid == false)
{
string errorString = LoggerStrings.CalculationError + result.Description;
TraceLogger?.AddMessage($"Rebar name: {InputData.RebarPrimitive.Name}\n" + errorString, TraceLogStatuses.Error);
throw new StructureHelperException(errorString);
}
return result;
}
}
}