protected Membrane(IParameters concreteParameters, WebReinforcement?reinforcement, double width, ConstitutiveModel model, LengthUnit unit = LengthUnit.Millimeter)
: this(concreteParameters, reinforcement, (Length)width.As(unit), model)
{
}
public UniaxialConcrete(IParameters parameters, Area concreteArea, ConstitutiveModel model = ConstitutiveModel.MCFT)
: base(parameters, model)
{
Area = concreteArea;
_constitutive = Constitutive.Read(model, parameters);
}
public static Membrane From(IParameters concreteParameters, WebReinforcement?reinforcement, Length width, ConstitutiveModel model = ConstitutiveModel.MCFT, bool considerCrackSlip = true) =>
model switch
{
public static Membrane From(IParameters concreteParameters, WebReinforcement?reinforcement, double width, ConstitutiveModel model = ConstitutiveModel.MCFT, LengthUnit unit = LengthUnit.Millimeter, bool considerCrackSlip = true) => From(concreteParameters, reinforcement, (Length)width.As(unit), model, considerCrackSlip);
protected Membrane(IParameters concreteParameters, WebReinforcement?reinforcement, Length width, ConstitutiveModel model)
{
// Initiate new materials
Concrete = new BiaxialConcrete(concreteParameters, model);
Reinforcement = reinforcement;
Width = width;
// Set initial strains
AverageStrains = StrainState.Zero;
}
public static Constitutive From(ConstitutiveModel constitutiveModel, IParameters parameters) =>
constitutiveModel switch
{
protected Concrete(IParameters parameters, ConstitutiveModel model = ConstitutiveModel.MCFT)
{
Parameters = parameters;
Model = model;
}
