Tests of crack calculator were added

This commit is contained in:
RedikultsevEvg
2024-08-12 12:46:40 +05:00
parent 3eb5aa2b96
commit 45dbd7a1ca
53 changed files with 1041 additions and 277 deletions

View File

@@ -1,5 +1,6 @@
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Calculators;
using StructureHelperCommon.Models.Forces;
@@ -10,10 +11,9 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
{
public class RebarCrackCalculator : IRebarCrackCalculator
{
private ICrackSofteningLogic crackSofteningLogic;
private ICrackWidthLogic crackWidthLogic = new CrackWidthLogicSP63();
private ICrackWidthCalculationLogic crackWidthCalculationLogic;
private RebarCrackResult result;
private RebarStressResult rebarStressResult;
private ICheckInputDataLogic<IRebarCrackCalculatorInputData> checkInputDataLogic;
public string Name { get; set; }
public RebarCrackCalculatorInputData InputData { get; set; }
@@ -22,139 +22,89 @@ namespace StructureHelperLogics.NdmCalculations.Cracking
public Action<IResult> ActionToOutputResults { get; set; }
public IShiftTraceLogger? TraceLogger { get; set; }
public RebarCrackCalculator(ICheckInputDataLogic<IRebarCrackCalculatorInputData> checkInputDataLogic,
ICrackWidthCalculationLogic crackWidthCalculationLogic,
IShiftTraceLogger? traceLogger)
{
this.checkInputDataLogic = checkInputDataLogic;
this.crackWidthCalculationLogic = crackWidthCalculationLogic;
this.TraceLogger = traceLogger;
}
public RebarCrackCalculator()
: this(new CheckRebarCrackCalculatorInputDataLogic(),
new CrackWidthCalculationLogic(),
null)
{
}
public void Run()
{
TraceLogger?.AddMessage(LoggerStrings.CalculatorType(this), TraceLogStatuses.Debug);
result = new()
{
IsValid = true
};
TraceLogger?.AddMessage($"Rebar primitive {InputData.RebarPrimitive.Name}");
PrepareNewResult();
if (CheckInputData() != true)
{
return;
}
//double acrc1 = GetCrackWidth()
crackWidthLogic.TraceLogger = TraceLogger?.GetSimilarTraceLogger(50);
try
{
GetSofteningLogic(InputData.LongRebarData);
rebarStressResult = GetRebarStressResult(InputData.LongRebarData);
var dataAcrc1 = GetCrackWidthInputData(InputData.LongRebarData, CalcTerms.LongTerm);
var dataAcrc3 = GetCrackWidthInputData(InputData.LongRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = dataAcrc1;
var acrc1 = crackWidthLogic.GetCrackWidth();
var longRebarResult = new CrackWidthRebarTupleResult()
{
CrackWidth = acrc1,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateLongCrackWidth,
RebarStressResult = rebarStressResult,
SofteningFactor = crackSofteningLogic.GetSofteningFactor()
};
TraceLogger?.AddMessage($"Long crack width acrc = acrc,1 = {acrc1}(m)");
TraceLogger?.AddMessage($"Ultimate long crack width acrc,ult = {longRebarResult.UltimateCrackWidth}(m)");
TraceCrackResult(longRebarResult);
GetSofteningLogic(InputData.ShortRebarData);
rebarStressResult = GetRebarStressResult(InputData.ShortRebarData);
var dataAcrc2 = GetCrackWidthInputData(InputData.ShortRebarData, CalcTerms.ShortTerm);
crackWidthLogic.InputData = dataAcrc3;
var acrc3 = crackWidthLogic.GetCrackWidth();
crackWidthLogic.InputData = dataAcrc2;
var acrc2 = crackWidthLogic.GetCrackWidth();
double acrcShort = acrc1 + acrc2 - acrc3;
TraceLogger?.AddMessage($"Short crack width acrc = acrc,1 + acrc,2 - acrc,3 = {acrc1} + {acrc2} - {acrc3} = {acrcShort}(m)");
var shortRebarResult = new CrackWidthRebarTupleResult()
{
CrackWidth = acrcShort,
UltimateCrackWidth = InputData.UserCrackInputData.UltimateShortCrackWidth,
RebarStressResult = rebarStressResult,
SofteningFactor = crackSofteningLogic.GetSofteningFactor()
};
TraceCrackResult(shortRebarResult);
result.LongTermResult = longRebarResult;
result.ShortTermResult = shortRebarResult;
ProcessCrackWidthCalculation();
}
catch (Exception ex)
{
TraceLogger?.AddMessage($"Error of crack width calculation {ex}", TraceLogStatuses.Error);
result.IsValid = false;
result.Description += "\n" + ex;
ProcessIncorrectCalculation(ex);
}
result.RebarPrimitive = InputData.RebarPrimitive;
}
private void TraceCrackResult(CrackWidthRebarTupleResult rebarResult)
private bool CheckInputData()
{
if (rebarResult.IsCrackLessThanUltimate == false)
checkInputDataLogic.InputData = InputData;
checkInputDataLogic.TraceLogger = TraceLogger;
if (checkInputDataLogic.Check() == true)
{
TraceLogger?.AddMessage($"Checking crack width is failure, actual crack width acrc = {rebarResult.CrackWidth} > ultimate crack width acrc,ult = {rebarResult.UltimateCrackWidth}", TraceLogStatuses.Warning);
}
else
{
TraceLogger?.AddMessage($"Checking crack width is ok, actual crack width acrc = {rebarResult.CrackWidth} <= ultimate crack width acrc,ult = {rebarResult.UltimateCrackWidth}");
return true;
}
result.IsValid = false;
result.Description += checkInputDataLogic.CheckResult;
return false;
}
private void GetSofteningLogic(RebarCrackInputData rebarData)
private void ProcessIncorrectCalculation(Exception ex)
{
if (InputData.UserCrackInputData.SetSofteningFactor == true)
{
crackSofteningLogic = new StabSoftetingLogic(InputData.UserCrackInputData.SofteningFactor)
{
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
}
else
{
crackSofteningLogic = new RebarStressSofteningLogic()
{
RebarPrimitive = InputData.RebarPrimitive,
InputData = rebarData,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
};
}
TraceLogger?.AddMessage($"Error of crack width calculation {ex}", TraceLogStatuses.Error);
result.IsValid = false;
result.Description += "\n" + ex;
}
private ICrackWidthLogicInputData GetCrackWidthInputData(RebarCrackInputData inputData, CalcTerms calcTerm)
private void ProcessCrackWidthCalculation()
{
var factoryInputData = new CrackWidthLogicInputDataFactory(crackSofteningLogic)
crackWidthCalculationLogic.TraceLogger = TraceLogger;
crackWidthCalculationLogic.InputData = InputData;
crackWidthCalculationLogic.Run();
if (crackWidthCalculationLogic.Result.IsValid == true)
{
CalcTerm = calcTerm,
InputData = inputData,
RebarStrain = rebarStressResult.RebarStrain,
ConcreteStrain = rebarStressResult.ConcreteStrain,
TraceLogger = TraceLogger?.GetSimilarTraceLogger(50)
result = crackWidthCalculationLogic.Result;
return;
}
result.IsValid = false;
result.Description += crackWidthCalculationLogic.Result.Description;
}
private void PrepareNewResult()
{
result = new()
{
IsValid = true,
Description = string.Empty,
};
var crackWidthInputData = factoryInputData.GetCrackWidthLogicInputData();
return crackWidthInputData;
}
public object Clone()
{
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;
}
}
}