public void Can_calculate_stiffnessEA()
{
material = new GenericElasticMaterial(0, 210000000000, 0.3, 80769200000);
section = new SolidRectangle(0.1, 0.1);
SUT = elementFactory.CreateLinear1DBeam(start, end, material, section);
Assert.AreEqual(2100000000, SUT.StiffnessEA, 1);
}
public void Can_calculate_ShearStiffnessGAz()
{
material = new GenericElasticMaterial(0, 210000000000, 0.3, 80769200000);
section = new SolidRectangle(0.1, 0.1);
SUT = elementFactory.CreateLinear1DBeam(start, end, material, section);
Assert.Inconclusive("Have not yet properly calculated as to what is expected");
Assert.AreEqual(675508000, SUT.ShearStiffnessGAz, 1);
}
/// <summary>
///
/// </summary>
/// <param name="start"></param>
/// <param name="end"></param>
/// <param name="material"></param>
/// <param name="crossSection"></param>
/// <returns></returns>
public Linear1DBeam CreateLinear1DBeam(IFiniteElementNode start, IFiniteElementNode end, IMaterial material, ICrossSection crossSection)
{
Guard.AgainstInvalidState(() => { return !Linear1DBeam.IsASupportedModelType(this.ModelType); },
"Linear1DBeams are not available in a model of type {0}",
this.ModelType);
Linear1DBeam newBeam = new Linear1DBeam(start, end, material, crossSection);
if (this.repository != null)
{
this.repository.Add(newBeam);
}
return newBeam;
}
/// <summary>
///
/// </summary>
/// <param name="start"></param>
/// <param name="end"></param>
/// <param name="material"></param>
/// <param name="crossSection"></param>
/// <returns></returns>
public Linear1DBeam CreateLinear1DBeam(IFiniteElementNode start, IFiniteElementNode end, IMaterial material, ICrossSection crossSection)
{
Guard.AgainstInvalidState(() => { return(!Linear1DBeam.IsASupportedModelType(this.ModelType)); },
"Linear1DBeams are not available in a model of type {0}",
this.ModelType);
Linear1DBeam newBeam = new Linear1DBeam(start, end, material, crossSection);
if (this.repository != null)
{
this.repository.Add(newBeam);
}
return(newBeam);
}
public void SetUp()
{
ModelType modelType = ModelType.Beam1D;
nodeFactory = new NodeFactory(modelType);
start = nodeFactory.Create(0);
end = nodeFactory.Create(1);
elementFactory = new ElementFactory(modelType);
material = new GenericElasticMaterial(0, 0.1, 0, 0);
section = new SolidRectangle(0.1, 1);
SUT = elementFactory.CreateLinear1DBeam(start, end, material, section);
}