Carbon material was changed

This commit is contained in:
Evgeny Redikultsev
2023-06-11 13:27:42 +05:00
parent 90843ea409
commit 5a9ced0870
12 changed files with 150 additions and 57 deletions

View File

@@ -14,14 +14,33 @@ namespace StructureHelperLogics.Models.Materials
{
private IElasticMaterialLogic elasticMaterialLogic => new ElasticMaterialLogic();
private MaterialTypes materialType;
public double Modulus { get; set; }
public double Modulus{ get; set; }
public double CompressiveStrength { get; set; }
public double TensileStrength { get; set; }
public List<IMaterialSafetyFactor> SafetyFactors { get; }
public double ULSConcreteStrength { get; set; }
public double SumThickness { get; set; }
public double GammaF2 => GetGammaF2();
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;
}
public FRMaterial(MaterialTypes materialType)
{
ULSConcreteStrength = 14e6d;
SumThickness = 0.175e-3d;
SafetyFactors = new List<IMaterialSafetyFactor>();
this.materialType = materialType;
SafetyFactors.AddRange(PartialCoefficientFactory.GetDefaultFRSafetyFactors(ProgramSetting.FRCodeType, this.materialType));
@@ -30,17 +49,24 @@ namespace StructureHelperLogics.Models.Materials
public object Clone()
{
var newItem = new FRMaterial(materialType)
{
{
Modulus = Modulus,
CompressiveStrength = CompressiveStrength,
TensileStrength = TensileStrength
TensileStrength = TensileStrength,
ULSConcreteStrength = ULSConcreteStrength,
SumThickness = SumThickness,
};
return newItem;
}
public IMaterial GetLoaderMaterial(LimitStates limitState, CalcTerms calcTerm)
{
var material = elasticMaterialLogic.GetLoaderMaterial(this, limitState, calcTerm);
double factor = 1d;
if (limitState == LimitStates.ULS)
{
factor = GetGammaF2();
}
var material = elasticMaterialLogic.GetLoaderMaterial(this, limitState, calcTerm, factor);
return material;
}
}

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@@ -9,6 +9,9 @@ namespace StructureHelperLogics.Models.Materials
{
public interface IFRMaterial : IElasticMaterial
{
double ULSConcreteStrength { get; set; }
double SumThickness { get; set; }
double GammaF2 { get; }
}
}

View File

@@ -18,7 +18,7 @@ namespace StructureHelperLogics.Models.Materials
Reinforecement400,
Reinforecement500,
Elastic200,
Carbon4000,
Carbon1400,
Glass1200
}
@@ -35,7 +35,7 @@ namespace StructureHelperLogics.Models.Materials
if (type == HeadmaterialType.Reinforecement400) { return GetReinforcement400(); }
if (type == HeadmaterialType.Reinforecement500) { return GetReinforcement500(); }
if (type == HeadmaterialType.Elastic200) { return GetElastic200(); }
if (type == HeadmaterialType.Carbon4000) { return GetCarbon4000(); }
if (type == HeadmaterialType.Carbon1400) { return GetCarbon1400(); }
if (type == HeadmaterialType.Glass1200) { return GetGlass1200(); }
else throw new StructureHelperException(ErrorStrings.ObjectTypeIsUnknown + nameof(type));
}
@@ -57,17 +57,27 @@ namespace StructureHelperLogics.Models.Materials
return material;
}
private static IHeadMaterial GetCarbon4000()
private static IHeadMaterial GetCarbon1400()
{
var material = new HeadMaterial();
material.HelperMaterial = new FRMaterial(MaterialTypes.CarbonFiber) { Modulus = 2e11d, CompressiveStrength = 4e9d, TensileStrength = 4e9d };
material.HelperMaterial = new FRMaterial(MaterialTypes.CarbonFiber)
{
Modulus = 1.2e11d,
CompressiveStrength = 0d,
TensileStrength = 1.4e9d
};
return material;
}
private static IHeadMaterial GetGlass1200()
{
var material = new HeadMaterial();
material.HelperMaterial = new FRMaterial(MaterialTypes.GlassFiber) { Modulus = 8e10d, CompressiveStrength = 1.2e9d, TensileStrength = 1.2e9d };
material.HelperMaterial = new FRMaterial(MaterialTypes.GlassFiber)
{
Modulus = 8e10d,
CompressiveStrength = 1.2e9d,
TensileStrength = 1.2e9d
};
return material;
}

View File

@@ -66,9 +66,6 @@ namespace StructureHelperLogics.Models.Materials
coefficient = FRFactorsFactory.GetCarbonFactor(FRFactorType.ConditionFactor);
coefficient.Take = true;
factors.Add(coefficient);
coefficient = FRFactorsFactory.GetCarbonFactor(FRFactorType.CohesionFactor);
coefficient.Take = true;
factors.Add(coefficient);
coefficient = FRFactorsFactory.GetCarbonFactor(FRFactorType.LongTermFactor);
coefficient.Take = true;
factors.Add(coefficient);
@@ -79,9 +76,6 @@ namespace StructureHelperLogics.Models.Materials
coefficient = FRFactorsFactory.GetGlassFactor(FRFactorType.ConditionFactor);
coefficient.Take = true;
factors.Add(coefficient);
coefficient = FRFactorsFactory.GetGlassFactor(FRFactorType.CohesionFactor);
coefficient.Take = true;
factors.Add(coefficient);
coefficient = FRFactorsFactory.GetGlassFactor(FRFactorType.LongTermFactor);
coefficient.Take = true;
factors.Add(coefficient);

View File

@@ -12,7 +12,7 @@ namespace StructureHelperLogics.Models.Materials
{
internal class ElasticMaterialLogic : IElasticMaterialLogic
{
public IMaterial GetLoaderMaterial(IElasticMaterial elasticMaterial, LimitStates limitState, CalcTerms calcTerm)
public IMaterial GetLoaderMaterial(IElasticMaterial elasticMaterial, LimitStates limitState, CalcTerms calcTerm, double factor = 1d)
{
IMaterial material = new Material();
material.InitModulus = elasticMaterial.Modulus;
@@ -21,15 +21,15 @@ namespace StructureHelperLogics.Models.Materials
IEnumerable<double> parameters = new List<double>()
{
elasticMaterial.Modulus,
elasticMaterial.CompressiveStrength * factors.Compressive,
elasticMaterial.TensileStrength * factors.Tensile
elasticMaterial.CompressiveStrength * factors.Compressive * factor,
elasticMaterial.TensileStrength * factors.Tensile * factor
};
material.DiagramParameters = parameters;
material.Diagram = GetStress;
material.Diagram = GetStressByStrain;
return material;
}
private double GetStress(IEnumerable<double> parameters, double strain)
private double GetStressByStrain(IEnumerable<double> parameters, double strain)
{
double modulus = parameters.First();
double stress = modulus * strain;

View File

@@ -10,6 +10,6 @@ namespace StructureHelperLogics.Models.Materials
{
internal interface IElasticMaterialLogic
{
IMaterial GetLoaderMaterial(IElasticMaterial material, LimitStates limitState, CalcTerms calcTerm);
IMaterial GetLoaderMaterial(IElasticMaterial material, LimitStates limitState, CalcTerms calcTerm, double factor = 1d);
}
}