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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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77
StructureHelperLogics/Models/BeamShears/Logics/BeamShearCalculatorLogic.cs
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@@ -2,22 +2,23 @@
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Calculators;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Loggers;
using StructureHelperLogics.Models.Materials;
using StructureHelperLogics.NdmCalculations.Primitives;
namespace StructureHelperLogics.Models.BeamShears
{
public class BeamShearCalculatorLogic : IGetResultByInputDataLogic<IBeamShearCalculatorInputData, IBeamShearCalculatorResult>
{
private const LimitStates CollapseLimitState = LimitStates.ULS;
private readonly List<CalcTerms> calcTerms = new() { CalcTerms.LongTerm, CalcTerms.ShortTerm };
private IBeamShearCalculatorResult result;
private IBeamShearSectionLogic beamShearSectionLogic;
private List<IBeamShearActionResult> actionResults;
private IBeamShearCalculatorInputData inputData;
private readonly List<CalcTerms> calcTerms = new() { CalcTerms.LongTerm, CalcTerms.ShortTerm };
private List<IInclinedSection> inclinedSections;
private IBeamShearSectionLogic beamShearSectionLogic;
private IGetBeamShearSectionIputDatasLogic getBeamShearSectionIputDatasLogic;
private IGetInclinedSectionListLogic getInclinedSectionListLogic;
public IShiftTraceLogger? TraceLogger { get; set; }
@@ -36,7 +37,7 @@ namespace StructureHelperLogics.Models.BeamShears
InitializeStrategies();
try
{
GetSections();
GetActionResults();
result.ActionResults = actionResults;
}
catch (Exception ex)
@@ -82,6 +83,8 @@ namespace StructureHelperLogics.Models.BeamShears
private void InitializeStrategies()
{
beamShearSectionLogic ??= new BeamShearSectionLogic(TraceLogger);
getInclinedSectionListLogic ??= new GetInclinedSectionListLogic(null);
getBeamShearSectionIputDatasLogic ??= new GetBeamShearSectionIputDatasLogic();
}
private void PrepareNewResult()
@@ -93,7 +96,7 @@ namespace StructureHelperLogics.Models.BeamShears
};
}
private void GetSections()
private void GetActionResults()
{
actionResults = new();
List<IStirrup> stirrups = inputData.Stirrups.ToList();
@@ -103,17 +106,24 @@ namespace StructureHelperLogics.Models.BeamShears
}
foreach (var beamShearAction in inputData.Actions)
{
getBeamShearSectionIputDatasLogic.Action = beamShearAction;
foreach (var calcTerm in calcTerms)
{
getBeamShearSectionIputDatasLogic.CalcTerm = calcTerm;
foreach (var section in inputData.Sections)
{
getInclinedSectionListLogic.BeamShearSection = section;
getInclinedSectionListLogic.DesignRangeProperty = inputData.DesignRangeProperty;
inclinedSections = getInclinedSectionListLogic.GetInclinedSections();
getBeamShearSectionIputDatasLogic.Section = section;
getBeamShearSectionIputDatasLogic.InclinedSectionList = inclinedSections;
TraceLogger?.AddMessage($"Analysis for action: {beamShearAction.Name}, section: {section.Name}, calc turm {calcTerm} has been started");
TraceSection(section);
foreach (var stirrup in stirrups)
{
List<IInclinedSection> inclinedSections = GetInclinedSections(section);
List<IBeamShearSectionLogicInputData> sectionInputDatas = GetSectionInputDatas(beamShearAction, calcTerm, section, stirrup, inclinedSections);
List<IBeamShearSectionLogicResult> sectionResults = GetSectionResults(sectionInputDatas);
getBeamShearSectionIputDatasLogic.Stirrup = stirrup;
List<IBeamShearSectionLogicInputData> sectionInputDatas = getBeamShearSectionIputDatasLogic.GetBeamShearSectionInputDatas();
List<IBeamShearSectionLogicResult> sectionResults = GetInclinedSectionResults(sectionInputDatas);
BeamShearActionResult actionResult = GetActionResult(beamShearAction, calcTerm, section, stirrup, sectionResults);
actionResults.Add(actionResult);
}
@@ -139,7 +149,7 @@ namespace StructureHelperLogics.Models.BeamShears
return actionResult;
}
private List<IBeamShearSectionLogicResult> GetSectionResults(List<IBeamShearSectionLogicInputData> sectionInputDatas)
private List<IBeamShearSectionLogicResult> GetInclinedSectionResults(List<IBeamShearSectionLogicInputData> sectionInputDatas)
{
List<IBeamShearSectionLogicResult> sectionResults = new();
foreach (var item in sectionInputDatas)
@@ -147,42 +157,9 @@ namespace StructureHelperLogics.Models.BeamShears
IBeamShearSectionLogicResult sectionResult = CalculateInclinedSectionResult(item);
sectionResults.Add(sectionResult);
}
return sectionResults;
}
private List<IBeamShearSectionLogicInputData> GetSectionInputDatas(IBeamShearAction beamShearAction, CalcTerms calcTerm, IBeamShearSection section, IStirrup stirrup, List<IInclinedSection> inclinedSections)
{
List<IBeamShearSectionLogicInputData> sectionInputDatas = new();
var material = section.ConcreteMaterial;
var strength = material.GetStrength(CollapseLimitState, calcTerm);
foreach (var inclinedSection in inclinedSections)
{
inclinedSection.LimitState = CollapseLimitState;
inclinedSection.CalcTerm = calcTerm;
inclinedSection.ConcreteCompressionStrength = strength.Compressive;
inclinedSection.ConcreteTensionStrength = strength.Tensile;
DirectShearForceLogicInputData inputData = new()
{
BeamShearAction = beamShearAction,
InclinedSection = inclinedSection,
LimitState = CollapseLimitState,
CalcTerm = calcTerm,
};
IForceTuple forceTuple = GetForceTupleByShearAction(inputData);
BeamShearSectionLogicInputData newInputData = new(Guid.NewGuid())
{
InclinedSection = inclinedSection,
Stirrup = stirrup,
ForceTuple = forceTuple,
LimitState = CollapseLimitState,
CalcTerm = calcTerm
};
sectionInputDatas.Add(newInputData);
}
return sectionInputDatas;
}
private static BeamShearActionResult PrepareNewActionResult(IBeamShearAction beamShearAction, CalcTerms calcTerm, IBeamShearSection section, IStirrup stirrup)
{
@@ -197,19 +174,5 @@ namespace StructureHelperLogics.Models.BeamShears
Stirrup = stirrup
};
}
private List<IInclinedSection> GetInclinedSections(IBeamShearSection beamShearSection)
{
IGetInclinedSectionListInputData inclinedSectionInputDataLogic = new GetInclinedSectionListInputData(inputData.DesignRangeProperty, beamShearSection);
//IGetInclinedSectionListLogic getInclinedSectionListLogic = new GetInclinedSectionListLogic(inclinedSectionInputDataLogic, TraceLogger);
IGetInclinedSectionListLogic getInclinedSectionListLogic = new GetInclinedSectionListLogic(inclinedSectionInputDataLogic, null);
return getInclinedSectionListLogic.GetInclinedSections();
}
private IForceTuple GetForceTupleByShearAction(IDirectShearForceLogicInputData inputData)
{
IGetDirectShearForceLogic getDirectShearForceLogic = new GetDirectShearForceLogic(inputData, null);
return getDirectShearForceLogic.CalculateShearForceTuple();
}
}
}