53 lines
2.2 KiB
C#
53 lines
2.2 KiB
C#
using LoaderCalculator.Logics;
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using StructureHelperCommon.Infrastructures.Enums;
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using StructureHelperCommon.Infrastructures.Exceptions;
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using StructureHelperCommon.Services.Forces;
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using StructureHelperLogics.NdmCalculations.Triangulations;
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using System;
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using System.Collections.Generic;
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using System.Linq;
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using System.Text;
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using System.Threading.Tasks;
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namespace StructureHelperLogics.NdmCalculations.Cracking
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{
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internal enum CrackWidthLogicType
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{
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SP63
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}
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internal static class CrackWidthLogicInputDataFactory
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{
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static IStressLogic stressLogic => new StressLogic();
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public static ICrackWidthLogicInputData GetCrackWidthLogicInputData(CrackWidthLogicType logicType, ICrackWidthSimpleCalculatorInputData inputData)
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{
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if (logicType == CrackWidthLogicType.SP63)
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{
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CrackWidthLogicInputDataSP63 data = new();
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ProcessBaseProps(inputData, data);
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if (inputData.CalcTerm == CalcTerms.LongTerm) { data.TermFactor = 1.4d; }
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else { data.TermFactor = 1d; }
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data.PsiSFactor = inputData.PsiSFactor;
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data.StressStateFactor = inputData.StressState is SectionStressStates.Tension ? 1.2d : 1.0d;
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return data;
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}
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else
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{
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throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknown);
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}
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}
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private static void ProcessBaseProps(ICrackWidthSimpleCalculatorInputData inputData, ICrackWidthLogicInputData data)
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{
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var strainMatrix = StrainTupleService.ConvertToLoaderStrainMatrix(inputData.StrainTuple);
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var triangulationOptions = new TriangulationOptions { LimiteState = inputData.LimitState, CalcTerm = inputData.CalcTerm };
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var ndms = inputData.RebarPrimitive.GetNdms(triangulationOptions).ToArray();
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var concreteNdm = ndms[0];
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var rebarNdm = ndms[1];
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data.ConcreteStrain = stressLogic.GetTotalStrainWithPresrain(strainMatrix, concreteNdm);
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data.RebarStrain = stressLogic.GetTotalStrainWithPresrain(strainMatrix, rebarNdm);
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data.Length = inputData.Length;
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}
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}
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}
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