77 lines
3.2 KiB
C#
77 lines
3.2 KiB
C#
using StructureHelperCommon.Infrastructures.Enums;
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using StructureHelperCommon.Models.Materials.Libraries;
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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 Loadermaterials = LoaderCalculator.Data.Materials;
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using LMBuilders = LoaderCalculator.Data.Materials.MaterialBuilders;
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using LoaderMaterialLogics = LoaderCalculator.Data.Materials.MaterialBuilders.MaterialLogics;
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namespace StructureHelperLogics.Models.Materials
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{
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public class ReinforcementLibMaterial : IReinforcementLibMaterial
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{
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private LMBuilders.ReinforcementOptions lmOptions;
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private IMaterialOptionLogic optionLogic;
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private IFactorLogic factorLogic => new FactorLogic(SafetyFactors);
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private LoaderMaterialLogics.ITrueStrengthLogic strengthLogic;
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public ILibMaterialEntity MaterialEntity { get; set; }
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public List<IMaterialSafetyFactor> SafetyFactors { get; }
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public ReinforcementLibMaterial()
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{
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SafetyFactors = new List<IMaterialSafetyFactor>();
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lmOptions = new LMBuilders.ReinforcementOptions();
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}
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public object Clone()
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{
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return new ReinforcementLibMaterial() { MaterialEntity = MaterialEntity};
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}
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public Loadermaterials.IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
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{
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optionLogic = new MaterialCommonOptionLogic(MaterialEntity, limitState, calcTerm);
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optionLogic.SetMaterialOptions(lmOptions);
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var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
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lmOptions.ExternalFactor.Compressive = factors.Compressive;
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lmOptions.ExternalFactor.Tensile = factors.Tensile;
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LMBuilders.IMaterialBuilder builder = new LMBuilders.ReinforcementBuilder(lmOptions);
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LMBuilders.IBuilderDirector director = new LMBuilders.BuilderDirector(builder);
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return director.BuildMaterial();
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}
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public (double Compressive, double Tensile) GetStrength(LimitStates limitState, CalcTerms calcTerm)
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{
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strengthLogic = new LoaderMaterialLogics.TrueStrengthReinforcementLogic(MaterialEntity.MainStrength);
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var strength = strengthLogic.GetTrueStrength();
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double compressionFactor = 1d;
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double tensionFactor = 1d;
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if (limitState == LimitStates.ULS)
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{
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compressionFactor /= 1.15d;
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tensionFactor /= 1.15d;
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}
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var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
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compressionFactor *= factors.Compressive;
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tensionFactor *= factors.Tensile;
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var compressiveStrength = strength.Compressive * compressionFactor;
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if (limitState == LimitStates.ULS)
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{
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if (calcTerm == CalcTerms.ShortTerm)
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{
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compressiveStrength = Math.Min(4e8, compressiveStrength);
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}
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else
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{
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compressiveStrength = Math.Min(5e8, compressiveStrength);
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}
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}
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var tensileStrength = strength.Tensile * tensionFactor;
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return (compressiveStrength, tensileStrength);
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}
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}
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}
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