63 lines
2.1 KiB
C#
63 lines
2.1 KiB
C#
using LoaderCalculator.Data.Ndms;
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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.Models.Calculators;
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using StructureHelperCommon.Models;
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using StructureHelperCommon.Models.Forces;
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using StructureHelperCommon.Services.Forces;
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using StructureHelperLogics.NdmCalculations.Analyses.ByForces;
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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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using StructureHelperCommon.Infrastructures.Interfaces;
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using StructureHelperCommon.Models.Loggers;
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using LoaderCalculator.Data.Materials;
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using StructureHelperLogics.NdmCalculations.Primitives;
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namespace StructureHelperLogics.NdmCalculations.Cracking
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{
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internal class CrackWidthLogicInputDataFactory : ILogic
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{
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private const double longTermFactor = 1.4d;
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private const double shortTermFactor = 1d;
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private ICrackSofteningLogic softeningLogic;
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public double RebarStrain { get; set; }
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public double ConcreteStrain { get; set;}
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public CalcTerms CalcTerm { get; set; }
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public RebarCrackInputData InputData { get; set; }
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public IShiftTraceLogger? TraceLogger { get; set; }
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public CrackWidthLogicInputDataFactory(ICrackSofteningLogic softeningLogic)
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{
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this.softeningLogic = softeningLogic;
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}
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public ICrackWidthLogicInputData GetCrackWidthLogicInputData()
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{
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CrackWidthLogicInputDataSP63 data = new();
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if (CalcTerm == CalcTerms.LongTerm)
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{
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data.TermFactor = longTermFactor;
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}
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else
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{
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data.TermFactor = shortTermFactor;
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}
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data.PsiSFactor = softeningLogic.GetSofteningFactor();
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data.StressStateFactor = 1.0d;
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data.BondFactor = 0.5d;
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data.Length = InputData.Length;
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data.ConcreteStrain = ConcreteStrain;
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data.RebarStrain = RebarStrain;
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return data;
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}
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}
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}
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