75 lines
3.5 KiB
C#
75 lines
3.5 KiB
C#
using LoaderCalculator.Data.Matrix;
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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.Infrastructures.Strings;
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using StructureHelperLogics.Models.Materials;
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using StructureHelperLogics.NdmCalculations.Primitives;
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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.Analyses.RC
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{
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public static class InputDataFactory
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{
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private static IStressLogic stressLogic => new StressLogic();
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public static IAnchorageInputData GetInputData(ReinforcementPrimitive ndmPrimitive, IStrainMatrix strainMatrix, LimitStates limitState, CalcTerms calcTerm, double lappedCountRate)
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{
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var inputData = new AnchorageInputData();
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inputData.ConcreteStrength = GetConcreteStrength(limitState, calcTerm, ndmPrimitive);
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inputData.ReinforcementStrength = GetReinforcementStrength(limitState, calcTerm, ndmPrimitive);
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inputData.FactorEta1 = 2.5d;
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inputData.CrossSectionArea = ndmPrimitive.Area;
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var diameter = Math.Sqrt(ndmPrimitive.Area / Math.PI) * 2d;
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inputData.CrossSectionPerimeter = Math.PI * diameter;
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if (ndmPrimitive.HeadMaterial is null)
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{
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": main material is incorrect or null");
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}
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var material = ndmPrimitive.HeadMaterial.GetLoaderMaterial(limitState, calcTerm);
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var ndm = ndmPrimitive.GetNdms(material).Single();
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if (strainMatrix is not null)
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{
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inputData.ReinforcementStress = stressLogic.GetStress(strainMatrix, ndm);
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}
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else
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{
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inputData.ReinforcementStress = inputData.ReinforcementStrength;
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}
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inputData.IsPrestressed = ndm.Prestrain > 0.0005d ? true : false;
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inputData.LappedCountRate = lappedCountRate;
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return inputData;
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}
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private static double GetConcreteStrength(LimitStates limitState, CalcTerms calcTerm, ReinforcementPrimitive primitive)
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{
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if (primitive.HostPrimitive is not null)
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{
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var host = primitive.HostPrimitive;
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var hostMaterial = host.HeadMaterial.HelperMaterial;
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if (hostMaterial is IConcreteLibMaterial)
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{
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var concreteMaterial = hostMaterial as IConcreteLibMaterial;
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var concreteStrength = concreteMaterial.GetStrength(limitState, calcTerm).Tensile;
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return concreteStrength;
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}
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}
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host material is incorrect or null");
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}
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private static double GetReinforcementStrength(LimitStates limitState, CalcTerms calcTerm, ReinforcementPrimitive primitive)
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{
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if (primitive.HeadMaterial.HelperMaterial is IReinforcementLibMaterial)
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{
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var material = primitive.HeadMaterial.HelperMaterial as IReinforcementLibMaterial;
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var strength = material.GetStrength(limitState, calcTerm).Tensile;
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return strength;
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}
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throw new StructureHelperException(ErrorStrings.DataIsInCorrect + ": host's material is incorrect or null");
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}
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}
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}
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