public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, ICalcLog log) : base(log)
{
this.fc = SpecifiedConcreteStrength;
this.typeByWeight = ConcreteType;
this.wc = Density;
}
public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, ICalcLog log): base(log)
{
this.fc = SpecifiedConcreteStrength;
this.typeByWeight = ConcreteType;
this.wc = Density;
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, TypeOfLightweightConcrete LightWeightConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, log)
{
this.LightWeightConcreteType = LightWeightConcreteType;
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub <IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
Rebar rebar = new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat);
ICalcLogEntry entryStub = mocks.Stub <ICalcLogEntry>();
ICalcLog logStub = mocks.Stub <ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, logStub, ExcessFlexureReinforcementRatio);
return(tensHook);
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, TypeOfLightweightConcrete lightWeightType, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub<IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
//IRebarMaterial rebarMat = new MaterialAstmA706() as IRebarMaterial;
ICalcLogEntry entryStub = mocks.Stub<ICalcLogEntry>();
//entryStub.DependencyValues = new Dictionary<string, double>();
ICalcLog logStub = mocks.Stub<ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, logStub);
return tensDev;
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub<IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
Rebar rebar = new Rebar(RebarDiameter,IsEpoxyCoated, rebarMat);
ICalcLogEntry entryStub = mocks.Stub<ICalcLogEntry>();
ICalcLog logStub = mocks.Stub<ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, logStub, ExcessFlexureReinforcementRatio);
return tensHook;
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, ConcreteTypeByWeight typeByWeight, double ClearSpacing, double ClearCover, bool IsTopRebar,
double ExcessRebarRatio, bool checkMinLength)
{
DevelopmentTension tensDev = this.CreateDevelopmentObject(ConcStrength, ConcreteTypeByWeight.Lightweight, 0.0,
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength);
return tensDev;
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, ConcreteTypeByWeight typeByWeight, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
DevelopmentTension tensDev = this.CreateDevelopmentObject(ConcStrength, 1.0, false, typeByWeight, AverageSplitStrength,
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength);
return(tensDev);
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter)
{
bool IsEpoxyCoated = false;
ConcreteTypeByWeight typeByWeight = ConcreteTypeByWeight.Normalweight;
double ExcessFlexureReinforcementRatio = 1.0;
return(this.CreateHookObject(ConcStrength, RebarDiameter, IsEpoxyCoated, typeByWeight, ExcessFlexureReinforcementRatio));
}
public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, double AverageSplittingTensileStrength,
ICalcLog log)
: base(log)
{
this.fc = SpecifiedCompressiveStrength;
this.typeByWeight = ConcreteType;
this.wc = Density;
this.averageSplittingTensileStrength = AverageSplittingTensileStrength;
}
public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, double AverageSplittingTensileStrength,
ICalcLog log)
: base(log)
{
this.fc = SpecifiedCompressiveStrength;
this.typeByWeight = ConcreteType;
this.wc = Density;
this.averageSplittingTensileStrength = AverageSplittingTensileStrength;
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
DevelopmentTension tensDev = this.CreateDevelopmentObject
(ConcStrength, RebarDiameter, IsEpoxyCoated, typeByWeight, TypeOfLightweightConcrete.AllLightweightConcrete, AverageSplitStrength,
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength);
return(tensDev);
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
DevelopmentTension tensDev = this.CreateDevelopmentObject
(ConcStrength, RebarDiameter, IsEpoxyCoated, typeByWeight, TypeOfLightweightConcrete.AllLightweightConcrete, AverageSplitStrength,
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength);
return tensDev;
}
public void GetTensionDevelopmentLength_PCAExample_4_3_Case2_ReturnsValue()
{
double RebarDiam = 1.0;
bool IsTopRebar = true;
bool IsEpoxyCoated = false;
ConcreteTypeByWeight type = ConcreteTypeByWeight.Normalweight;
double ClearSpacing = 1.33;
double ClearCover = 2.0;
double fc = 4000;
double ExcessRebarRatio = 1.0;
DevelopmentTension tensDev = this.CreateDevelopmentObject(fc, RebarDiam, IsEpoxyCoated, type,
0.0, ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, true);
double ld = Math.Round(tensDev.GetTensionDevelopmentLength(0.4, 10, 2), 0);
Assert.AreEqual(47.0, ld);
}
public void GetTensionDevelopmentLength_PCAExample_4_1_Case2_ReturnsValue()
{
double RebarDiam = 1.1280;
bool IsTopRebar = true;
bool IsEpoxyCoated = true;
ConcreteTypeByWeight type = ConcreteTypeByWeight.Lightweight;
double ClearSpacing = 21.7;
double ClearCover = 3.0;
double fc = 4000;
double ExcessRebarRatio = 1.0;
DevelopmentTension tensDev = this.CreateDevelopmentObject(fc, RebarDiam, IsEpoxyCoated, type,
0.0, ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, true);
double ld = Math.Round(tensDev.GetTensionDevelopmentLength(100, 10, 2), 1);
Assert.AreEqual(72.8, ld);
}
private StandardHookInTension CreateHookObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, double ExcessFlexureReinforcementRatio)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
Rebar rebar = new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat);
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
StandardHookInTension tensHook = new StandardHookInTension(ConcStub, rebar, null, ExcessFlexureReinforcementRatio);
return(tensHook);
}
public void GetTensionDevelopmentLength_Basic()
{
double RebarDiam = 0.5;
bool IsTopRebar = false;
bool IsEpoxyCoated = false;
ConcreteTypeByWeight type = ConcreteTypeByWeight.Normalweight;
double fc = 4000;
double ExcessRebarRatio = 1.0;
IConcreteMaterial concrete = new ConcreteMaterial(fc, ConcreteTypeByWeight.Normalweight, null);
Rebar rebar = new Rebar(RebarDiam, IsEpoxyCoated, new MaterialAstmA615(A615Grade.Grade60));
bool MeetsRebarSpacingAndEdgeDistance = true;
DevelopmentTension d = new DevelopmentTension(concrete, rebar, MeetsRebarSpacingAndEdgeDistance, IsTopRebar, ExcessRebarRatio, true, null);
bool HasMinimumTransverseReinforcement = true;
double l_d = d.GetTensionDevelopmentLength(HasMinimumTransverseReinforcement);
double refValue = 18.97;
double actualTolerance = EvaluateActualTolerance(l_d, refValue);
Assert.True(actualTolerance <= tolerance);
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, TypeOfLightweightConcrete lightWeightType, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
IRebarMaterial rebarMat = new RebarMaterialGeneral(60000);
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
null) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, null);
return(tensDev);
}
private DevelopmentTension CreateDevelopmentObject(double ConcStrength, double RebarDiameter, bool IsEpoxyCoated,
ConcreteTypeByWeight typeByWeight, TypeOfLightweightConcrete lightWeightType, double AverageSplitStrength,
double ClearSpacing, double ClearCover, bool IsTopRebar, double ExcessRebarRatio, bool checkMinLength)
{
MockRepository mocks = new MockRepository();
IRebarMaterial rebarMat = mocks.Stub <IRebarMaterial>();
Expect.Call(rebarMat.YieldStress).Return(60000);
//IRebarMaterial rebarMat = new MaterialAstmA706() as IRebarMaterial;
ICalcLogEntry entryStub = mocks.Stub <ICalcLogEntry>();
//entryStub.DependencyValues = new Dictionary<string, double>();
ICalcLog logStub = mocks.Stub <ICalcLog>();
//IConcreteMaterial ConcStub = mocks.Stub<IConcreteMaterial>();
IConcreteMaterial ConcStub = new ConcreteMaterial(ConcStrength, typeByWeight, lightWeightType,
logStub) as IConcreteMaterial;
ConcStub.SpecifiedCompressiveStrength = ConcStrength;
ConcStub.TypeByWeight = typeByWeight;
ConcStub.AverageSplittingTensileStrength = AverageSplitStrength;
using (mocks.Record())
{
logStub.CreateNewEntry();
LastCall.Return(entryStub);
}
DevelopmentTension tensDev = new DevelopmentTension(ConcStub,
new Rebar(RebarDiameter, IsEpoxyCoated, rebarMat),
ClearSpacing, ClearCover, IsTopRebar, ExcessRebarRatio, checkMinLength, logStub);
return(tensDev);
}
public ConcretePrestressed(double SpecifiedConcreteStrength, double InitialConcreteStrengthAtPrestress,
ConcreteTypeByWeight ConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, 150.0, log)
{
this.initialConcreteStrengthAtPrestress = InitialConcreteStrengthAtPrestress;
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, Density, log)
{
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType,ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, 150.0, log)
{
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, double AverageSplittingTensileStrength, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType,AverageSplittingTensileStrength, Density, log)
{
}
public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, ICalcLog log)
: this(SpecifiedConcreteStrength, ConcreteType, 0.0, log)
{
}
public ConcreteMaterialBase(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, ICalcLog log)
: this(SpecifiedConcreteStrength, ConcreteType, 0.0, log)
{
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, TypeOfLightweightConcrete LightWeightConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, log)
{
this.LightWeightConcreteType = LightWeightConcreteType;
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, double AverageSplittingTensileStrength, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, AverageSplittingTensileStrength, Density, log)
{
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, 150.0, log)
{
}
public ConcreteMaterial(double SpecifiedConcreteStrength,
ConcreteTypeByWeight ConcreteType, double Density, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, Density, log)
{
}
public ConcretePrestressed(double SpecifiedConcreteStrength, double InitialConcreteStrengthAtPrestress,
ConcreteTypeByWeight ConcreteType, ICalcLog log)
: base(SpecifiedConcreteStrength, ConcreteType, 150.0, log)
{
this.initialConcreteStrengthAtPrestress = InitialConcreteStrengthAtPrestress;
}
