public void CalculateOriginalConstitutiveMatrixWithoutNLAnalysis()
{
ISolver solver;
if (matrices_not_initialized)
{
this.InitializeMatrices();
this.InitializeData();
solver = createSolver(model);
solver.OrderDofs(false);
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset(); //TODO find out if new structures cause any problems
linearSystem.Subdomain.Forces = Vector.CreateZero(linearSystem.Size);
}
this.InitializeFreeAndPrescribedDofsInitialDisplacementVectors();
}
else
{
solver = createSolver(model);
solver.OrderDofs(false); //v2.1. TODO: Is this needed in this case?
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset();
}
//solver.ResetSubdomainForcesVector();
}
var elementProvider = new ElementStructuralStiffnessProvider();
#region INTEGRATION constitutive Matrix
var integrationSimultaneous = new SubdomainCalculationsAndAssembly();
(Dictionary <int, double[][]> KfpDqSubdomains, Dictionary <int, double[][]> KppDqVectorsSubdomains) =
integrationSimultaneous.UpdateSubdomainKffAndCalculateKfpDqAndKppDqpMultipleObje(model, elementProvider, scaleTransitions, boundaryNodes, boundaryElements, solver);
Dictionary <int, double[][]> f2_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKffinverseKfpDqSubdomains(KfpDqSubdomains, model, elementProvider, scaleTransitions, boundaryNodes, solver);
Dictionary <int, double[][]> f3_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKpfKffinverseKfpDqSubdomains(f2_vectorsSubdomains, model, elementProvider, scaleTransitions, boundaryNodes);
double[][] f3_vectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(f3_vectorsSubdomains, scaleTransitions);
double[][] KppDqVectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(KppDqVectorsSubdomains, scaleTransitions);
double[][] f4_vectors = SubdomainCalculations.SubtractConsecutiveVectors(KppDqVectors, f3_vectors);
double[,] DqCondDq = SubdomainCalculations.CalculateDqCondDq(f4_vectors, scaleTransitions, boundaryNodes);
double[,] d2W_dfdf = new double[DqCondDq.GetLength(0), DqCondDq.GetLength(1)];
for (int i1 = 0; i1 < DqCondDq.GetLength(0); i1++)
{
for (int i2 = 0; i2 < DqCondDq.GetLength(1); i2++)
{
d2W_dfdf[i1, i2] = (1 / volume) * DqCondDq[i1, i2];
}
}
#endregion
#region constitutive tensors transformation methods
double[,] d2W_dFtrdFtr = Reorder_d2Wdfdf_to_d2W_dFtrdFtr(d2W_dfdf);
double[,] SPK_mat = new double[3, 3] {
{ 0, 0, 0 }, { 0, 0, 0 }, { 0, 0, 0 }
}; double[,] DefGradMat = new double[3, 3] {
{ 1, 0, 0 }, { 0, 1, 0 }, { 0, 0, 1 }
};
double[,] Cinpk = Transform_d2WdFtrdFtr_to_Cijrs(d2W_dFtrdFtr, SPK_mat, DefGradMat); // to onomazoume Cinpk epeidh einai to 9x9 kai to diakrinoume etsi apo to Cijrs 6x6
double[,] Cijrs = CombineCinpkTensorTermsIntoMatrix(Cinpk);
constitutiveMatrix = Matrix.CreateFromArray(Cijrs);
#endregion
//PrintMethodsForDebug(KfpDq, f2_vectors, f3_vectors, KppDqVectors, f4_vectors, DqCondDq, d2W_dfdf, Cijrs);
this.modified = CheckIfConstitutiveMatrixChanged();
if (EstimateOnlyLinearResponse)
{
model = null;
boundaryElements = null;
boundaryNodes = null;
rveBuilder = null;
uInitialFreeDOFDisplacementsPerSubdomain = null;
initialConvergedBoundaryDisplacements = null;
Cijrs_prev = null;
}
}
public void UpdateMaterial(double[] smallStrainVec)
{
ISolver solver;
if (matrices_not_initialized)
{
this.InitializeMatrices();
this.InitializeData();
solver = createSolver(model);
solver.OrderDofs(false);
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset(); //TODO find out if new structures cause any problems
linearSystem.Subdomain.Forces = Vector.CreateZero(linearSystem.Size);
}
this.InitializeFreeAndPrescribedDofsInitialDisplacementVectors();
}
else
{
solver = createSolver(model);
solver.OrderDofs(false); //v2.1. TODO: Is this needed in this case?
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset();
linearSystem.RhsVector = linearSystem.Subdomain.Forces; //TODO MS
}
}
for (int i1 = 0; i1 < 6; i1++)
{
for (int j1 = 0; j1 < 6; j1++)
{
Cijrs_prev[i1, j1] = constitutiveMatrix[i1, j1];
}
}
#region Rve prescribed Dofs total DIsplacement Dictionary Creation (nessesary for NRNLAnalyzer)
// epivolh metakinhsewn ston analyzer pou molis dhmiourghsame --> tha ginetai sto dictionary
Dictionary <int, Dictionary <IDofType, double> > totalPrescribedBoundaryDisplacements = new Dictionary <int, Dictionary <IDofType, double> >();
foreach (Node boundaryNode in boundaryNodes.Values)
{
scaleTransitions.ModifyMicrostructureTotalPrescribedBoundaryDisplacementsVectorForMacroStrainVariable(boundaryNode,
smallStrainVec, totalPrescribedBoundaryDisplacements);
}
#endregion
//var linearSystems = CreateNecessaryLinearSystems(model); // OPOU pairnei rhs apo subdomainForces
//var solver = GetAppropriateSolver(linearSystems);
#region Creation of nessesary analyzers for NRNLAnalyzer and Creation of Microstructure analyzer (NRNLdevelop temporarilly) and solution ;
int increments = 1; int MaxIterations = 100; int IterationsForMatrixRebuild = 1;
(MicrostructureBvpNRNLAnalyzer microAnalyzer, ProblemStructural provider, ElementStructuralStiffnessProvider elementProvider) =
AnalyzeMicrostructure(model, solver, increments, MaxIterations, IterationsForMatrixRebuild,
totalPrescribedBoundaryDisplacements, initialConvergedBoundaryDisplacements, boundaryNodes, uInitialFreeDOFDisplacementsPerSubdomain);
#endregion
#region update of free converged displacements vectors
uInitialFreeDOFDisplacementsPerSubdomain = microAnalyzer.GetConvergedSolutionVectorsOfFreeDofs();// ousiastika to u pou twra taftizetai me to uPlusuu
#endregion
#region INTEGRATION stresses
Dictionary <int, IVector> du = microAnalyzer.GetConvergedIncrementalSolutionVectorsOfFreeDofs();
Dictionary <int, double[]> FppReactionVectorSubdomains = SubdomainCalculationsMultiple.CalculateFppReactionsVectorSubdomains(model, elementProvider, scaleTransitions, boundaryNodes,
uInitialFreeDOFDisplacementsPerSubdomain, du, initialConvergedBoundaryDisplacements, totalPrescribedBoundaryDisplacements, increments, increments);
double[] FppReactionVector = SubdomainCalculationsMultiple.CombineMultipleSubdomainsStressesIntegrationVectorsIntoTotal(FppReactionVectorSubdomains);
double[] DqFpp = SubdomainCalculations.CalculateDqFpp(FppReactionVector, scaleTransitions, boundaryNodes);
trueStressVec = new double [DqFpp.Length];
for (int i1 = 0; i1 < DqFpp.Length; i1++)
{
trueStressVec[i1] = (1 / volume) * DqFpp[i1];
}
#endregion
#region INTEGRATION constitutive Matrix
var integrationSimultaneous = new SubdomainCalculationsAndAssembly();
(Dictionary <int, double[][]> KfpDqSubdomains, Dictionary <int, double[][]> KppDqVectorsSubdomains) =
integrationSimultaneous.UpdateSubdomainKffAndCalculateKfpDqAndKppDqpMultipleObje(model, elementProvider, scaleTransitions, boundaryNodes, boundaryElements, solver);
Dictionary <int, double[][]> f2_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKffinverseKfpDqSubdomains(KfpDqSubdomains, model, elementProvider, scaleTransitions, boundaryNodes, solver);
Dictionary <int, double[][]> f3_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKpfKffinverseKfpDqSubdomains(f2_vectorsSubdomains, model, elementProvider, scaleTransitions, boundaryNodes);
double[][] f3_vectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(f3_vectorsSubdomains, scaleTransitions);
double[][] KppDqVectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(KppDqVectorsSubdomains, scaleTransitions);
double[][] f4_vectors = SubdomainCalculations.SubtractConsecutiveVectors(KppDqVectors, f3_vectors);
double[,] DqCondDq = SubdomainCalculations.CalculateDqCondDq(f4_vectors, scaleTransitions, boundaryNodes);
double[,] constitutiveMat = new double[DqCondDq.GetLength(0), DqCondDq.GetLength(1)];
for (int i1 = 0; i1 < DqCondDq.GetLength(0); i1++)
{
for (int i2 = 0; i2 < DqCondDq.GetLength(1); i2++)
{
constitutiveMat[i1, i2] = (1 / volume) * DqCondDq[i1, i2];
}
}
#endregion
#region update of prescribed converged displacements vectors;
initialConvergedBoundaryDisplacements = totalPrescribedBoundaryDisplacements;
#endregion
#region constitutive tensors transformation methods
#endregion
this.constitutiveMatrix = Matrix.CreateFromArray(constitutiveMat);
//PrintMethodsForDebug(KfpDq, f2_vectors, f3_vectors, KppDqVectors, f4_vectors, DqCondDq, d2W_dfdf, Cijrs);
this.modified = CheckIfConstitutiveMatrixChanged();
}
public void UpdateMaterial(double[] DefGradVec)
{
ISolver solver;
if (matrices_not_initialized)
{
this.InitializeMatrices();
this.InitializeData();
solver = createSolver(model);
solver.OrderDofs(false);
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset(); //TODO find out if new structures cause any problems
linearSystem.Subdomain.Forces = Vector.CreateZero(linearSystem.Size);
}
this.InitializeFreeAndPrescribedDofsInitialDisplacementVectors();
}
else
{
solver = createSolver(model);
solver.OrderDofs(false); //v2.1. TODO: Is this needed in this case?
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset();
linearSystem.RhsVector = linearSystem.Subdomain.Forces; //TODO MS
}
}
for (int i1 = 0; i1 < 6; i1++)
{
for (int j1 = 0; j1 < 6; j1++)
{
Cijrs_prev[i1, j1] = constitutiveMatrix[i1, j1];
}
}
#region Rve prescribed Dofs total DIsplacement Dictionary Creation (nessesary for NRNLAnalyzer)
Dictionary <int, Dictionary <IDofType, double> > totalPrescribedBoundaryDisplacements = new Dictionary <int, Dictionary <IDofType, double> >();
foreach (Node boundaryNode in boundaryNodes.Values)
{
scaleTransitions.ModifyMicrostructureTotalPrescribedBoundaryDisplacementsVectorForMacroStrainVariable(boundaryNode,
DefGradVec, totalPrescribedBoundaryDisplacements);
}
#endregion
//var linearSystems = CreateNecessaryLinearSystems(model); // OPOU pairnei rhs apo subdomainForces
//var solver = GetAppropriateSolver(linearSystems);
#region Creation of nessesary analyzers for NRNLAnalyzer and Creation of Microstructure analyzer (NRNLdevelop temporarilly) and solution ;
int increments = 1; int MaxIterations = 100; int IterationsForMatrixRebuild = 1;
(MicrostructureBvpNRNLAnalyzer microAnalyzer, ProblemStructural provider, ElementStructuralStiffnessProvider elementProvider) =
AnalyzeMicrostructure(model, solver, increments, MaxIterations, IterationsForMatrixRebuild,
totalPrescribedBoundaryDisplacements, initialConvergedBoundaryDisplacements, boundaryNodes, uInitialFreeDOFDisplacementsPerSubdomain);
#endregion
#region update of free converged displacements vectors
uInitialFreeDOFDisplacementsPerSubdomain = microAnalyzer.GetConvergedSolutionVectorsOfFreeDofs();// ousiastika to u pou twra taftizetai me to uPlusuu
#endregion
#region INTEGRATION stresses
Dictionary <int, IVector> du = microAnalyzer.GetConvergedIncrementalSolutionVectorsOfFreeDofs();
Dictionary <int, double[]> FppReactionVectorSubdomains = SubdomainCalculationsMultiple.CalculateFppReactionsVectorSubdomains(model, elementProvider, scaleTransitions, boundaryNodes,
uInitialFreeDOFDisplacementsPerSubdomain, du, initialConvergedBoundaryDisplacements, totalPrescribedBoundaryDisplacements, increments, increments);
double[] FppReactionVector = SubdomainCalculationsMultiple.CombineMultipleSubdomainsStressesIntegrationVectorsIntoTotal(FppReactionVectorSubdomains);
double[] DqFpp = SubdomainCalculations.CalculateDqFpp(FppReactionVector, scaleTransitions, boundaryNodes);
double[] FPK_vec = new double [DqFpp.Length];
for (int i1 = 0; i1 < DqFpp.Length; i1++)
{
FPK_vec[i1] = (1 / volume) * DqFpp[i1];
}
double[,] DefGradMat = new double[3, 3] {
{ DefGradVec[0], DefGradVec[3], DefGradVec[6] }, { DefGradVec[7], DefGradVec[1], DefGradVec[4] }, { DefGradVec[5], DefGradVec[8], DefGradVec[2] }
};
double[,] FPK_mat = new double[3, 3] {
{ FPK_vec[0], FPK_vec[3], FPK_vec[6] }, { FPK_vec[7], FPK_vec[1], FPK_vec[4] }, { FPK_vec[5], FPK_vec[8], FPK_vec[2] }
};
double[,] SPK_mat = transformFPKtoSPK(DefGradMat, FPK_mat);
SPK_vec = new double[6] {
SPK_mat[0, 0], SPK_mat[1, 1], SPK_mat[2, 2], SPK_mat[0, 1], SPK_mat[1, 2], SPK_mat[0, 2]
};
//TODOna elegxthei h parapanw anadiataxh kai o pollaplasiasmos
#endregion
#region INTEGRATION constitutive Matrix
var integrationSimultaneous = new SubdomainCalculationsAndAssembly();
(Dictionary <int, double[][]> KfpDqSubdomains, Dictionary <int, double[][]> KppDqVectorsSubdomains) =
integrationSimultaneous.UpdateSubdomainKffAndCalculateKfpDqAndKppDqpMultipleObje(model, elementProvider, scaleTransitions, boundaryNodes, boundaryElements, solver);
Dictionary <int, double[][]> f2_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKffinverseKfpDqSubdomains(KfpDqSubdomains, model, elementProvider, scaleTransitions, boundaryNodes, solver);
Dictionary <int, double[][]> f3_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKpfKffinverseKfpDqSubdomains(f2_vectorsSubdomains, model, elementProvider, scaleTransitions, boundaryNodes);
double[][] f3_vectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(f3_vectorsSubdomains, scaleTransitions);
double[][] KppDqVectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(KppDqVectorsSubdomains, scaleTransitions);
double[][] f4_vectors = SubdomainCalculations.SubtractConsecutiveVectors(KppDqVectors, f3_vectors);
double[,] DqCondDq = SubdomainCalculations.CalculateDqCondDq(f4_vectors, scaleTransitions, boundaryNodes);
double[,] d2W_dfdf = new double[DqCondDq.GetLength(0), DqCondDq.GetLength(1)];
for (int i1 = 0; i1 < DqCondDq.GetLength(0); i1++)
{
for (int i2 = 0; i2 < DqCondDq.GetLength(1); i2++)
{
d2W_dfdf[i1, i2] = (1 / volume) * DqCondDq[i1, i2];
}
}
#endregion
#region update of prescribed converged displacements vectors;
initialConvergedBoundaryDisplacements = totalPrescribedBoundaryDisplacements;
#endregion
#region constitutive tensors transformation methods
double[,] d2W_dFtrdFtr = Reorder_d2Wdfdf_to_d2W_dFtrdFtr(d2W_dfdf);
double[,] Cinpk = Transform_d2WdFtrdFtr_to_Cijrs(d2W_dFtrdFtr, SPK_mat, DefGradMat); // to onomazoume Cinpk epeidh einai to 9x9 kai to diakrinoume etsi apo to Cijrs 6x6
double[,] Cijrs = CombineCinpkTensorTermsIntoMatrix(Cinpk);
#endregion
constitutiveMatrix = Matrix.CreateFromArray(Cijrs);
//PrintMethodsForDebug(KfpDq, f2_vectors, f3_vectors, KppDqVectors, f4_vectors, DqCondDq, d2W_dfdf, Cijrs);
this.modified = CheckIfConstitutiveMatrixChanged();
}
public void CalculateOriginalConstitutiveMatrixWithoutNLAnalysis()
{
ISolver solver;
if (matrices_not_initialized)
{
this.InitializeMatrices();
this.InitializeData();
solver = createSolver(model);
solver.OrderDofs(false); //model.GlobalDofOrdering = solver.DofOrderer.OrderDofs(model); //TODO find out if new structures cause any problems
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset();
linearSystem.Subdomain.Forces = Vector.CreateZero(linearSystem.Size);
}
this.InitializeFreeAndPrescribedDofsInitialDisplacementVectors();
}
else
{
solver = createSolver(model);
solver.OrderDofs(false); //v2.1. TODO: Is this needed in this case?
foreach (ILinearSystem linearSystem in solver.LinearSystems.Values)
{
linearSystem.Reset();
}
//solver.ResetSubdomainForcesVector();
}
trueStressVec = new double[3];
var elementProvider = new ElementStructuralStiffnessProvider();
#region INTEGRATION constitutive Matrix
var integrationSimultaneous = new SubdomainCalculationsAndAssembly();
(Dictionary <int, double[][]> KfpDqSubdomains, Dictionary <int, double[][]> KppDqVectorsSubdomains) =
integrationSimultaneous.UpdateSubdomainKffAndCalculateKfpDqAndKppDqpMultipleObje(model, elementProvider, scaleTransitions, boundaryNodes, boundaryElements, solver);
Dictionary <int, double[][]> f2_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKffinverseKfpDqSubdomains(KfpDqSubdomains, model, elementProvider, scaleTransitions, boundaryNodes, solver);
Dictionary <int, double[][]> f3_vectorsSubdomains = SubdomainCalculationsMultiple.CalculateKpfKffinverseKfpDqSubdomains(f2_vectorsSubdomains, model, elementProvider, scaleTransitions, boundaryNodes);
double[][] f3_vectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(f3_vectorsSubdomains, scaleTransitions);
double[][] KppDqVectors = SubdomainCalculationsMultiple.CombineMultipleSubdomainsIntegrationVectorsIntoTotal(KppDqVectorsSubdomains, scaleTransitions);
double[][] f4_vectors = SubdomainCalculations.SubtractConsecutiveVectors(KppDqVectors, f3_vectors);
double[,] DqCondDq = SubdomainCalculations.CalculateDqCondDq(f4_vectors, scaleTransitions, boundaryNodes);
double[,] constitutiveMat = new double[DqCondDq.GetLength(0), DqCondDq.GetLength(1)];
for (int i1 = 0; i1 < DqCondDq.GetLength(0); i1++)
{
for (int i2 = 0; i2 < DqCondDq.GetLength(1); i2++)
{
constitutiveMat[i1, i2] = (1 / volume) * DqCondDq[i1, i2];
}
}
#endregion
#region constitutive tensors transformation methods
// transformation gia to shell
(var transformedTrueStressVec, var transformedConstitutiveMat) = StressesAndConstitutiveMatrixTransformation(trueStressVec, constitutiveMat);
this.constitutiveMatrix = Matrix.CreateFromArray(transformedConstitutiveMat);
trueStressVec = transformedTrueStressVec;
#endregion
//PrintMethodsForDebug(KfpDq, f2_vectors, f3_vectors, KppDqVectors, f4_vectors, DqCondDq, d2W_dfdf, Cijrs);
this.modified = CheckIfConstitutiveMatrixChanged();
if (EstimateOnlyLinearResponse)
{
model = null;
boundaryElements = null;
boundaryNodes = null;
NormalVectorV3 = null;
TangentVectorV1 = null;
TangentVectorV2 = null;
rveBuilder = null;
uInitialFreeDOFDisplacementsPerSubdomain = null;
initialConvergedBoundaryDisplacements = null;
trueStressVec = null;
transformationMatrix = null;
Cijrs_prev = null;
}
}