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Add test of rebar by density and rebar by inclined rebar

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This commit is contained in:
RedikultsevEvg
2025-08-10 18:24:46 +05:00
parent 3d8ac6f0c4
commit c61069a394
29 changed files with 364 additions and 134 deletions
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42
StructureHelperLogics/Models/BeamShears/Logics/BeamShearSectionLogic.cs
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@@ -40,10 +40,10 @@ namespace StructureHelperLogics.Models.BeamShears
PrepareNewResult();
if (Check() == false) { return; }
localTraceLogger?.AddMessage(sectionMessage);
InitializeStrategies();
try
{
AddInclinedCrackToInputData();
PrepareResultData();
InitializeStrategies();
CalculateResult();
}
catch (Exception ex)
@@ -53,18 +53,22 @@ namespace StructureHelperLogics.Models.BeamShears
}
}
private void AddInclinedCrackToInputData()
private void PrepareResultData()
{
InclinedSection newSection = new();
InclinedSection crackSection = new();
var updateStrategy = new InclinedSectionUpdateStrategy();
updateStrategy.Update(newSection, InputData.InclinedSection);
double crackLength = newSection.EndCoord - newSection.StartCoord;
double maxCrackLength = 2 * newSection.EffectiveDepth;
updateStrategy.Update(crackSection, InputData.InclinedSection);
BeamShearSectionLogicInputData resultData = new(Guid.Empty);
var resultDataUpdateStrategy = new BeamShearSectionLogicInputDataUpdateStrategy();
resultDataUpdateStrategy.Update(resultData, InputData);
double crackLength = crackSection.EndCoord - crackSection.StartCoord;
double maxCrackLength = 2 * crackSection.EffectiveDepth;
if (crackLength > maxCrackLength)
{
newSection.StartCoord = newSection.EndCoord - maxCrackLength;
crackSection.StartCoord = crackSection.EndCoord - maxCrackLength;
}
InputData.InclinedCrack = newSection;
resultData.InclinedCrack = crackSection;
result.ResultInputData = resultData;
}
private bool Check()
@@ -104,7 +108,7 @@ namespace StructureHelperLogics.Models.BeamShears
double totalStrength = concreteStrength + stirrupStrength;
localTraceLogger?.AddMessage($"Total strength = {concreteStrength} + {stirrupStrength} = {totalStrength}(N)");
result.TotalStrength = totalStrength;
double actualShearForce = InputData.ForceTuple.Qy;
double actualShearForce = result.ResultInputData.ForceTuple.Qy;
if (actualShearForce > totalStrength)
{
result.IsValid = false;
@@ -125,38 +129,38 @@ namespace StructureHelperLogics.Models.BeamShears
{
var logic = new StirrupBySearchLogic(localTraceLogger.GetSimilarTraceLogger(100))
{
InputData = InputData,
InputData = result.ResultInputData,
SectionEffectiveness = sectionEffectiveness
};
double stirrupStrength = logic.GetShearStrength();
localTraceLogger?.AddMessage($"Stirrup strength was restricted as Qsw,restricted = {stirrupStrength}(N)");
InputData.InclinedCrack = logic.InclinedCrack;
result.ResultInputData.InclinedCrack = logic.InclinedCrack;
return stirrupStrength;
}
private void InitializeStrategies()
{
if (InputData.InclinedSection.BeamShearSection.Shape is IRectangleShape)
if (result.ResultInputData.InclinedSection.BeamShearSection.Shape is IRectangleShape)
{
sectionEffectiveness = SectionEffectivenessFactory.GetShearEffectiveness(BeamShearSectionType.Rectangle);
}
else if (InputData.InclinedSection.BeamShearSection.Shape is ICircleShape)
else if (result.ResultInputData.InclinedSection.BeamShearSection.Shape is ICircleShape)
{
sectionEffectiveness = SectionEffectivenessFactory.GetShearEffectiveness(BeamShearSectionType.Circle);
}
else
{
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(InputData.InclinedSection.BeamShearSection.Shape));
throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknownObj(result.ResultInputData.InclinedSection.BeamShearSection.Shape));
}
concreteLogic = new(sectionEffectiveness, InputData.InclinedSection, localTraceLogger);
stirrupLogic = new(InputData, localTraceLogger);
concreteLogic = new(sectionEffectiveness, result.ResultInputData.InclinedSection, localTraceLogger);
stirrupLogic = new(result.ResultInputData, localTraceLogger);
getLongitudinalForceFactorLogic = new GetLongitudinalForceFactorLogic(localTraceLogger?.GetSimilarTraceLogger(100));
}
private void SetLongitudinalForce()
{
getLongitudinalForceFactorLogic.LongitudinalForce = InputData.ForceTuple.Nz;
getLongitudinalForceFactorLogic.InclinedSection = InputData.InclinedSection;
getLongitudinalForceFactorLogic.LongitudinalForce = result.ResultInputData.ForceTuple.Nz;
getLongitudinalForceFactorLogic.InclinedSection = result.ResultInputData.InclinedSection;
}
private void PrepareNewResult()