73 lines
3.2 KiB
C#
73 lines
3.2 KiB
C#
using StructureHelperCommon.Infrastructures.Enums;
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using StructureHelperCommon.Infrastructures.Settings;
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using StructureHelperCommon.Models.Materials.Libraries;
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using LMBuilders = LoaderCalculator.Data.Materials.MaterialBuilders;
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using LMLogic = LoaderCalculator.Data.Materials.MaterialBuilders.MaterialLogics;
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using LM = LoaderCalculator.Data.Materials;
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namespace StructureHelperLogics.Models.Materials
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{
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public class ConcreteLibMaterial : IConcreteLibMaterial
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{
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private LMBuilders.ConcreteOptions lmOptions;
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private IMaterialOptionLogic optionLogic;
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private IFactorLogic factorLogic => new FactorLogic(SafetyFactors);
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private LMLogic.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 bool TensionForULS { get ; set; }
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public bool TensionForSLS { get; set; }
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public double Humidity { get; set; }
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public ConcreteLibMaterial()
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{
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SafetyFactors = new List<IMaterialSafetyFactor>();
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lmOptions = new LMBuilders.ConcreteOptions();
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SafetyFactors.AddRange(PartialCoefficientFactory.GetDefaultConcreteSafetyFactors(ProgramSetting.CodeType));
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TensionForULS = false;
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TensionForSLS = true;
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Humidity = 0.55d;
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}
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public object Clone()
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{
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var newItem = new ConcreteLibMaterial();
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var updateStrategy = new ConcreteLibUpdateStrategy();
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updateStrategy.Update(newItem, this);
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return newItem;
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}
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public LM.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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optionLogic = new ConcreteMaterialOptionLogic(this, limitState);
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optionLogic.SetMaterialOptions(lmOptions);
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var strength = factorLogic.GetTotalFactor(limitState, calcTerm);
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lmOptions.ExternalFactor.Compressive = strength.Compressive;
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lmOptions.ExternalFactor.Tensile = strength.Tensile;
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LMBuilders.IMaterialBuilder builder = new LMBuilders.ConcreteBuilder(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 LMLogic.TrueStrengthConcreteLogicSP63_2018(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 /= 1.3d;
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tensionFactor /= 1.5d;
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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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}
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return (strength.Compressive * compressionFactor, strength.Tensile * tensionFactor);
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}
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}
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}
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