internal static void CheckNullSpace(IMatrixView unfactorizedMatrix, IReadOnlyList <double[]> nullSpaceBasis,
double tolerance)
{
var comparer = new MatrixComparer(tolerance);
// Check that each vector belongs to the nullspace
int order = unfactorizedMatrix.NumColumns;
//var zeroVector = Vector.CreateZero(order);
int nullity = nullSpaceBasis.Count;
var nullSpaceMatrix = Matrix.CreateZero(order, nullity);
for (int j = 0; j < nullity; ++j)
{
var x = Vector.CreateFromArray(nullSpaceBasis[j]);
nullSpaceMatrix.SetSubcolumn(j, x);
// Check that each vector belongs to the nullspace
IVector Ax = unfactorizedMatrix.Multiply(x);
double normAx = Ax.Norm2() / Ax.Length;
//comparer.AssertEqual(0.0, normAx);
}
// Check that the vectors are independent.
// TODO: perhaps this should be included in the LinearAlgebra project, not just for tests.
(Matrix rref, List <int> independentCols) = nullSpaceMatrix.ReducedRowEchelonForm(tolerance);
for (int j = 0; j < nullity; ++j)
{
Assert.Contains(j, independentCols);
}
}
private (double compliance, Vector sensitivities) ObjectiveFunction(Vector densities)
{
// FEM analysis. Use the material property (e.g Young modulus) for the current element densities.
IVectorView materialProperties = densities.DoToAllEntries(materialInterpolation.CalcMaterialProperty);
fem.UpdateModelAndAnalyze(materialProperties);
// Objective function and sensitivity analysis
int numElements = fem.NumElements;
int numLoadCases = fem.NumLoadCases;
double compliance = 0.0;
var sensitivities = Vector.CreateZero(numElements);
for (int e = 0; e < numElements; ++e)
{
IMatrixView stiffness = fem.GetElementStiffnessForUnitMaterial(e);
double complianceCoeff = materialProperties[e];
double sensitivityCoeff = -materialInterpolation.CalcMaterialPropertyDerivative(densities[e]);
for (int load = 0; load < numLoadCases; ++load)
{
// If K0(e) is the element's stiffness matrix for E = 1 and E(x(e)) is the Young modulus for its current
// density:
// Compliance: c += E(x(e)) * ( U(e)^T * K0(e) * U(e) )
// Sensitivity: dc(e) -= dE(x(e))/dx(e) * ( U(e)^T * K0(e) * U(e) ),
Vector displacements = fem.GetElementDisplacements(e, load);
double unitCompliance = stiffness.Multiply(displacements).DotProduct(displacements);
compliance += complianceCoeff * unitCompliance;
sensitivities[e] += sensitivityCoeff * unitCompliance;
}
}
// Filter the densities and sensitivities
//TODO: is it correct to modify the densities? They should be controlled by the optimization algorithm
filter.FilterSensitivities(densities, ref sensitivities);
if (Logger != null)
{
Logger.Log(compliance);
}
return(compliance, sensitivities);
}
UpdateStrainStressesAtGaussPoints(double[] localDisplacements)
{
int numberOfGPs = QuadratureForStiffness.IntegrationPoints.Count;
var strains = new double[numberOfGPs][];
var stresses = new double[numberOfGPs][];
IReadOnlyList <Matrix> shapeGradientsNatural =
Interpolation.EvaluateNaturalGradientsAtGaussPoints(QuadratureForStiffness);
for (int gp = 0; gp < numberOfGPs; gp++)
{
IMatrixView constitutive = materialsAtGaussPoints[gp].ConstitutiveMatrix;
var jacobian = new IsoparametricJacobian3D(Nodes, shapeGradientsNatural[gp]);
Matrix shapeGrandientsCartesian =
jacobian.TransformNaturalDerivativesToCartesian(shapeGradientsNatural[gp]);
Matrix deformation = BuildDeformationMatrix(shapeGrandientsCartesian);
strains[gp] = deformation.Multiply(localDisplacements);
stresses[gp] = constitutive.Multiply(strains[gp]);
}
return(strains, stresses);
}
