93 lines
4.2 KiB
C#
93 lines
4.2 KiB
C#
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 StructureHelperCommon.Models.Materials.Libraries;
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using LoaderMaterials = LoaderCalculator.Data.Materials;
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using LoaderMaterialBuilders = LoaderCalculator.Data.Materials.MaterialBuilders;
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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.Settings;
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using LoaderMaterialLogic = LoaderCalculator.Data.Materials.MaterialBuilders.MaterialLogics;
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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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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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private IMaterialOptionLogic optionLogic;
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private LoaderMaterialLogic.ITrueStrengthLogic strengthLogic;
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public ConcreteLibMaterial()
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{
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SafetyFactors = new List<IMaterialSafetyFactor>();
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SafetyFactors.AddRange(PartialCoefficientFactory.GetDefaultConcreteSafetyFactors(ProgramSetting.CodeType));
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optionLogic = new MaterialOptionLogic(new LoaderMaterialBuilders.ConcreteOptions());
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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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return new ConcreteLibMaterial() { MaterialEntity = MaterialEntity, TensionForULS = TensionForULS, TensionForSLS = TensionForSLS };
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}
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public LoaderMaterials.IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
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{
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var materialOptions = optionLogic.SetMaterialOptions(MaterialEntity, limitState, calcTerm) as LoaderMaterialBuilders.ConcreteOptions;
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materialOptions.WorkInTension = false;
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if (limitState == LimitStates.ULS & TensionForULS == true)
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{
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materialOptions.WorkInTension = true;
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}
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if (limitState == LimitStates.SLS & TensionForSLS == true)
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{
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materialOptions.WorkInTension = true;
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}
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var strength = GetStrengthFactors(limitState, calcTerm);
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materialOptions.ExternalFactor.Compressive = strength.Compressive;
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materialOptions.ExternalFactor.Tensile = strength.Tensile;
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LoaderMaterialBuilders.IMaterialBuilder builder = new LoaderMaterialBuilders.ConcreteBuilder(materialOptions);
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LoaderMaterialBuilders.IBuilderDirector director = new LoaderMaterialBuilders.BuilderDirector(builder);
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return director.BuildMaterial();
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}
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public (double Compressive, double Tensile) GetStrengthFactors(LimitStates limitState, CalcTerms calcTerm)
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{
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double compressionVal = 1d;
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double tensionVal = 1d;
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foreach (var item in SafetyFactors.Where(x => x.Take == true))
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{
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compressionVal *= item.GetFactor(StressStates.Compression, calcTerm, limitState);
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tensionVal *= item.GetFactor(StressStates.Tension, calcTerm, limitState);
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}
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return (compressionVal, tensionVal);
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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 LoaderMaterialLogic.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 = GetStrengthFactors(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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