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Change beam shear calculator

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This commit is contained in:
RedikultsevEvg
2025-08-09 17:33:08 +05:00
parent b34618e8a4
commit 3d8ac6f0c4
22 changed files with 372 additions and 198 deletions
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29
StructureHelperLogics/Models/BeamShears/Logics/StirrupBySearchLogic.cs
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@@ -8,7 +8,10 @@ namespace StructureHelperLogics.Models.BeamShears
{
private ConcreteStrengthLogic concreteLogic;
private StirrupStrengthLogic stirrupLogic;
private IFindParameterCalculator parameterCalculator;
public IShiftTraceLogger? TraceLogger { get; set; }
public IInclinedSection InclinedCrack { get; private set; }
public IBeamShearSectionLogicInputData InputData { get; internal set; }
public ISectionEffectiveness SectionEffectiveness { get; internal set; }
public StirrupBySearchLogic(IShiftTraceLogger? traceLogger)
@@ -20,6 +23,7 @@ namespace StructureHelperLogics.Models.BeamShears
{
double parameter = GetCrackLengthRatio();
BeamShearSectionLogicInputData newInputData = GetNewInputDataByCrackLengthRatio(parameter);
InclinedCrack = newInputData.InclinedCrack;
TraceLogger?.AddMessage($"New value of dangerous inclinated crack has been obtained: start point Xstart = {newInputData.InclinedSection.StartCoord}(m), end point Xend = {newInputData.InclinedSection.EndCoord}(m)");
stirrupLogic = new(newInputData, TraceLogger);
double stirrupStrength = stirrupLogic.GetShearStrength();
@@ -33,14 +37,18 @@ namespace StructureHelperLogics.Models.BeamShears
/// <exception cref="StructureHelperException"></exception>
private double GetCrackLengthRatio()
{
var parameterCalculator = new FindParameterCalculator();
if (GetPredicate(1) == false)
{
return 1;
}
parameterCalculator = new FindParameterCalculator();
parameterCalculator.InputData.Predicate = GetPredicate;
parameterCalculator.Accuracy.IterationAccuracy = 0.0001d;
parameterCalculator.Accuracy.MaxIterationCount = 1000;
parameterCalculator.Run();
if (parameterCalculator.Result.IsValid == false)
{
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": predicate error");
throw new StructureHelperException(ErrorStrings.DataIsInCorrect + $": Binary search error {parameterCalculator.Result.Description}");
}
var result = parameterCalculator.Result as FindParameterResult;
var crackLengthRatio = result.Parameter;
@@ -59,25 +67,32 @@ namespace StructureHelperLogics.Models.BeamShears
private bool GetPredicate(double crackLengthRatio)
{
BeamShearSectionLogicInputData newInputData = GetNewInputDataByCrackLengthRatio(crackLengthRatio);
concreteLogic = new(SectionEffectiveness, newInputData.InclinedSection, null);
concreteLogic = new(SectionEffectiveness, newInputData.InclinedCrack, null);
stirrupLogic = new(newInputData, null);
double concreteStrength = concreteLogic.GetShearStrength();
double stirrupStrength = stirrupLogic.GetShearStrength();
return stirrupStrength > concreteStrength;
bool predicateResult = stirrupStrength > concreteStrength;
if (crackLengthRatio == 1 & predicateResult == false)
{
}
return predicateResult;
}
private BeamShearSectionLogicInputData GetNewInputDataByCrackLengthRatio(double crackLengthRatio)
{
double sourceCrackLength = InputData.InclinedSection.EndCoord - InputData.InclinedSection.StartCoord;
IInclinedSection inclinedSection = InputData.InclinedCrack;
double sourceCrackLength = inclinedSection.EndCoord - inclinedSection.StartCoord;
double newCrackLength = sourceCrackLength * crackLengthRatio;
double newStartCoord = InputData.InclinedSection.EndCoord - newCrackLength;
double newStartCoord = inclinedSection.EndCoord - newCrackLength;
InclinedSection newSection = new();
var updateStrategy = new InclinedSectionUpdateStrategy();
updateStrategy.Update(newSection, InputData.InclinedSection);
updateStrategy.Update(newSection, inclinedSection);
newSection.StartCoord = newStartCoord;
BeamShearSectionLogicInputData newInputData = new(Guid.Empty)
{
InclinedSection = newSection,
InclinedCrack = newSection,
LimitState = InputData.LimitState,
CalcTerm = InputData.CalcTerm,
Stirrup = InputData.Stirrup,