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Add check logics for beam shear

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This commit is contained in:
Evgeny Redikultsev
2025-06-17 21:55:52 +05:00
parent 22bd35da98
commit 976b6b5f68
9 changed files with 392 additions and 46 deletions
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70
StructureHelperLogics/Models/BeamShears/Logics/GetDirectShearForceLogic.cs
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@@ -1,4 +1,6 @@
using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Exceptions;
using StructureHelperCommon.Infrastructures.Interfaces;
using StructureHelperCommon.Models;
using StructureHelperCommon.Models.Forces;
using StructureHelperCommon.Models.Forces.BeamShearActions;
@@ -15,48 +17,25 @@ namespace StructureHelperLogics.Models.BeamShears
/// <inheritdoc/>
public class GetDirectShearForceLogic : IGetDirectShearForceLogic
{
private IDirectShearForceLogicInputData inputData;
private ISumForceByShearLoadLogic summaryForceLogic;
private ICheckInputDataLogic<IDirectShearForceLogicInputData> checkInputDataLogic;
/// <inheritdoc/>
public IShiftTraceLogger? TraceLogger { get; set; }
public IBeamShearAction AxisAction { get; set; }
public IInclinedSection InclinedSection { get; set; }
public LimitStates LimitState { get; set; }
public CalcTerms CalcTerm { get; set; }
public GetDirectShearForceLogic(
IBeamShearAction axisAction,
IInclinedSection inclinedSection,
LimitStates limitState,
CalcTerms calcTerm,
IShiftTraceLogger? traceLogger)
public GetDirectShearForceLogic(IDirectShearForceLogicInputData inputData, IShiftTraceLogger? traceLogger)
{
AxisAction = axisAction;
InclinedSection = inclinedSection;
LimitState = limitState;
CalcTerm = calcTerm;
this.inputData = inputData;
TraceLogger = traceLogger;
}
public GetDirectShearForceLogic(
IBeamShearAction axisAction,
IInclinedSection inclinedSection,
LimitStates limitState,
CalcTerms calcTerm,
IShiftTraceLogger? traceLogger,
ISumForceByShearLoadLogic summaryForceLogic)
{
this.summaryForceLogic = summaryForceLogic;
AxisAction = axisAction;
InclinedSection = inclinedSection;
LimitState = limitState;
CalcTerm = calcTerm;
TraceLogger = traceLogger;
}
/// <inheritdoc/>
public IForceTuple CalculateShearForceTuple()
{
Check();
IForceTuple externalTuple = CalculateExternalForceTuple();
IForceTuple internalTuple = CalculateInternalForceTuple();
IForceTuple totalTuple = ForceTupleService.SumTuples(internalTuple, externalTuple);
@@ -65,13 +44,22 @@ namespace StructureHelperLogics.Models.BeamShears
return totalTuple;
}
private void Check()
{
checkInputDataLogic = new CheckDirectForceInputDataLogic(inputData, TraceLogger);
if (checkInputDataLogic.Check() == false)
{
throw new StructureHelperException(checkInputDataLogic.CheckResult);
}
}
private IForceTuple CalculateExternalForceTuple()
{
var forceTupleLogic = new GetForceTupleByFactoredTupleLogic()
{
FactoredForceTuple = AxisAction.ExternalForce,
LimitState = LimitState,
CalcTerm = CalcTerm
FactoredForceTuple = inputData.BeamShearAction.ExternalForce,
LimitState = inputData.LimitState,
CalcTerm = inputData.CalcTerm
};
IForceTuple internalForceTuple = forceTupleLogic.GetForceTuple();
return internalForceTuple;
@@ -81,18 +69,18 @@ namespace StructureHelperLogics.Models.BeamShears
{
TraceLogger?.AddMessage(LoggerStrings.LogicType(this), TraceLogStatuses.Service);
InitializeStrategies();
IBeamShearAxisAction beamShearAxisAction = AxisAction.SupportAction;
IBeamShearAxisAction beamShearAxisAction = inputData.BeamShearAction.SupportAction;
var forceTupleLogic = new GetForceTupleByFactoredTupleLogic()
{
FactoredForceTuple = beamShearAxisAction.SupportForce,
LimitState = LimitState,
CalcTerm = CalcTerm
LimitState = inputData.LimitState,
CalcTerm = inputData.CalcTerm
};
IForceTuple supportShearForce = forceTupleLogic.GetForceTuple();
TraceLogger?.AddMessage($"Shear force at support Qmax = {supportShearForce.Qy}(N)");
TraceLogger?.AddMessage($"Start of inclined section a,start = {InclinedSection.StartCoord}(m)");
TraceLogger?.AddMessage($"End of inclined section a,end = {InclinedSection.EndCoord}(m)");
TraceLogger?.AddMessage($"Start of inclined section a,start = {inputData.InclinedSection.StartCoord}(m)");
TraceLogger?.AddMessage($"End of inclined section a,end = {inputData.InclinedSection.EndCoord}(m)");
ForceTuple summarySpanShearForce = GetSummarySpanShearForce(beamShearAxisAction.ShearLoads);
TraceLogger?.AddMessage($"Summary span shear force deltaQ = {summarySpanShearForce.Qy}(N)");
IForceTuple shearForce = ForceTupleService.SumTuples(supportShearForce, summarySpanShearForce);
@@ -105,7 +93,7 @@ namespace StructureHelperLogics.Models.BeamShears
ForceTuple summarySpanShearForce = new(Guid.NewGuid());
foreach (var spanLoad in spanLoads)
{
IForceTuple summarySpanLoad = summaryForceLogic.GetSumShearForce(spanLoad, InclinedSection.StartCoord, InclinedSection.EndCoord);
IForceTuple summarySpanLoad = summaryForceLogic.GetSumShearForce(spanLoad, inputData.InclinedSection.StartCoord, inputData.InclinedSection.EndCoord);
ForceTupleService.SumTupleToTarget(summarySpanLoad, summarySpanShearForce);
}
return summarySpanShearForce;
@@ -113,7 +101,11 @@ namespace StructureHelperLogics.Models.BeamShears
private void InitializeStrategies()
{
summaryForceLogic ??= new SumForceByShearLoadLogic(TraceLogger) { LimitState = LimitState, CalcTerm = CalcTerm};
summaryForceLogic ??= new SumForceByShearLoadLogic(TraceLogger)
{
LimitState = inputData.LimitState,
CalcTerm = inputData.CalcTerm
};
}
}