avpon/StructureHelper
1
0
Fork 0
Code Issues Pull Requests Actions Packages Projects Releases Wiki Activity

Add cross-section convert strategies

Browse Source
This commit is contained in:
Evgeny Redikultsev
2024-09-28 20:46:42 +05:00
parent c10d6eb94e
commit 58b6e0eb8b
89 changed files with 1204 additions and 174 deletions
Download Patch File Download Diff File Expand all files Collapse all files

41
StructureHelperLogics/Models/Materials/FRMaterials/FRMaterial.cs
View File

@@ -15,43 +15,34 @@ namespace StructureHelperLogics.Models.Materials
{
private IElasticMaterialLogic elasticMaterialLogic => new ElasticMaterialLogic();
private MaterialTypes materialType;
IUpdateStrategy<IFRMaterial> fRUpdateStrategy = new FRUpdateStrategy();
IUpdateStrategy<IFRMaterial> updateStrategy = new FRUpdateStrategy();
public Guid Id { get; }
public double Modulus{ get; set; }
public double CompressiveStrength { get; set; }
public double TensileStrength { get; set; }
public List<IMaterialSafetyFactor> SafetyFactors { get; }
public List<IMaterialSafetyFactor> SafetyFactors { get; } = new();
public double ULSConcreteStrength { get; set; }
public double SumThickness { get; set; }
public double GammaF2 => GetGammaF2();
private double GetGammaF2()
public FRMaterial(MaterialTypes materialType, Guid id)
{
const double gammaF2Max = 0.9d;
double gammaF2;
IFactorLogic factorLogic = new FactorLogic(SafetyFactors);
var factors = factorLogic.GetTotalFactor(LimitStates.ULS, CalcTerms.ShortTerm);
var rf = TensileStrength * factors.Tensile;
var epsUlt = rf / Modulus;
gammaF2 = 0.4d / epsUlt * Math.Sqrt(ULSConcreteStrength / (Modulus * SumThickness * 1e3d));
gammaF2 = Math.Min(gammaF2, gammaF2Max);
return gammaF2;
}
public FRMaterial(MaterialTypes materialType)
{
Id = id;
ULSConcreteStrength = 14e6d;
SumThickness = 0.175e-3d;
SafetyFactors = new List<IMaterialSafetyFactor>();
this.materialType = materialType;
SafetyFactors.AddRange(PartialCoefficientFactory.GetDefaultFRSafetyFactors(ProgramSetting.FRCodeType, this.materialType));
}
public FRMaterial(MaterialTypes materialType) : this (materialType, Guid.NewGuid())
{
}
public object Clone()
{
var newItem = new FRMaterial(this.materialType);
var updateStrategy = fRUpdateStrategy;
updateStrategy.Update(newItem, this);
return newItem;
}
@@ -71,5 +62,17 @@ namespace StructureHelperLogics.Models.Materials
{
return GetLoaderMaterial(limitState, calcTerm);
}
private double GetGammaF2()
{
const double gammaF2Max = 0.9d;
double gammaF2;
IFactorLogic factorLogic = new FactorLogic(SafetyFactors);
var factors = factorLogic.GetTotalFactor(LimitStates.ULS, CalcTerms.ShortTerm);
var rf = TensileStrength * factors.Tensile;
var epsUlt = rf / Modulus;
gammaF2 = 0.4d / epsUlt * Math.Sqrt(ULSConcreteStrength / (Modulus * SumThickness * 1e3d));
gammaF2 = Math.Min(gammaF2, gammaF2Max);
return gammaF2;
}
}
}