Files
StructureHelper/StructureHelperLogics/Models/Materials/ConcreteLibMaterial.cs
2023-07-02 22:03:30 +05:00

73 lines
3.2 KiB
C#

using StructureHelperCommon.Infrastructures.Enums;
using StructureHelperCommon.Infrastructures.Settings;
using StructureHelperCommon.Models.Materials.Libraries;
using LMBuilders = LoaderCalculator.Data.Materials.MaterialBuilders;
using LMLogic = LoaderCalculator.Data.Materials.MaterialBuilders.MaterialLogics;
using LM = LoaderCalculator.Data.Materials;
namespace StructureHelperLogics.Models.Materials
{
public class ConcreteLibMaterial : IConcreteLibMaterial
{
private LMBuilders.ConcreteOptions lmOptions;
private IMaterialOptionLogic optionLogic;
private IFactorLogic factorLogic => new FactorLogic(SafetyFactors);
private LMLogic.ITrueStrengthLogic strengthLogic;
public ILibMaterialEntity MaterialEntity { get; set; }
public List<IMaterialSafetyFactor> SafetyFactors { get; }
public bool TensionForULS { get ; set; }
public bool TensionForSLS { get; set; }
public double Humidity { get; set; }
public ConcreteLibMaterial()
{
SafetyFactors = new List<IMaterialSafetyFactor>();
lmOptions = new LMBuilders.ConcreteOptions();
SafetyFactors.AddRange(PartialCoefficientFactory.GetDefaultConcreteSafetyFactors(ProgramSetting.CodeType));
TensionForULS = false;
TensionForSLS = true;
Humidity = 0.55d;
}
public object Clone()
{
var newItem = new ConcreteLibMaterial();
var updateStrategy = new ConcreteLibUpdateStrategy();
updateStrategy.Update(newItem, this);
return newItem;
}
public LM.IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
{
optionLogic = new MaterialCommonOptionLogic(MaterialEntity, limitState, calcTerm);
optionLogic.SetMaterialOptions(lmOptions);
optionLogic = new ConcreteMaterialOptionLogic(this, limitState);
optionLogic.SetMaterialOptions(lmOptions);
var strength = factorLogic.GetTotalFactor(limitState, calcTerm);
lmOptions.ExternalFactor.Compressive = strength.Compressive;
lmOptions.ExternalFactor.Tensile = strength.Tensile;
LMBuilders.IMaterialBuilder builder = new LMBuilders.ConcreteBuilder(lmOptions);
LMBuilders.IBuilderDirector director = new LMBuilders.BuilderDirector(builder);
return director.BuildMaterial();
}
public (double Compressive, double Tensile) GetStrength(LimitStates limitState, CalcTerms calcTerm)
{
strengthLogic = new LMLogic.TrueStrengthConcreteLogicSP63_2018(MaterialEntity.MainStrength);
var strength = strengthLogic.GetTrueStrength();
double compressionFactor = 1d;
double tensionFactor = 1d;
if (limitState == LimitStates.ULS)
{
compressionFactor /= 1.3d;
tensionFactor /= 1.5d;
var factors = factorLogic.GetTotalFactor(limitState, calcTerm);
compressionFactor *= factors.Compressive;
tensionFactor *= factors.Tensile;
}
return (strength.Compressive * compressionFactor, strength.Tensile * tensionFactor);
}
}
}