//ADDED1
public IVector GetRHSFromSolutionWithInitialDisplacemntsEffect(IVectorView solution, IVectorView dSolution, Dictionary <int, Node> boundaryNodes,
Dictionary <int, Dictionary <IDofType, double> > initialConvergedBoundaryDisplacements, Dictionary <int, Dictionary <IDofType, double> > totalBoundaryDisplacements,
int nIncrement, int totalIncrements)
{
////prosthiki print
//ekteleseis_counter2 += 1;
//string counter_data = ekteleseis_counter2.ToString();
//string path = string.Format(string2, counter_data);
////solution.WriteToFile(path);
//double[] solution_data = new double[solution.Length];
//solution_data = solution.CopyToArray();
//WriteToFileVector(solution_data, path);
var forces = Vector.CreateZero(FreeDofOrdering.NumFreeDofs); //TODO: use Vector
foreach (Element element in Elements)
{
var localSolution = GetLocalVectorFromGlobalWithoutPrescribedDisplacements(element, solution);
ImposePrescribedDisplacementsWithInitialConditionSEffect(element, localSolution, boundaryNodes, initialConvergedBoundaryDisplacements, totalBoundaryDisplacements, nIncrement, totalIncrements);
var localdSolution = GetLocalVectorFromGlobalWithoutPrescribedDisplacements(element, dSolution);
ImposePrescribed_d_DisplacementsWithInitialConditionSEffect(element, localdSolution, boundaryNodes, initialConvergedBoundaryDisplacements, totalBoundaryDisplacements, nIncrement, totalIncrements);
element.ElementType.CalculateStresses(element, localSolution, localdSolution);
if (element.ElementType.MaterialModified)
{
element.Subdomain.StiffnessModified = true;
}
var f = element.ElementType.CalculateForces(element, localSolution, localdSolution);
FreeDofOrdering.AddVectorElementToSubdomain(element, f, forces);
}
return(forces);
}
/// <summary>
/// Implements equivalent method of <see cref="ISubdomain"/>.
/// </summary>
public IVector GetRhsFromSolution(IVectorView solution, IVectorView dSolution)
{
var forces = Vector.CreateZero(FreeDofOrdering.NumFreeDofs);
foreach (Element element in Elements)
{
double[] localSolution = CalculateElementDisplacements(element, solution);
double[] localdSolution = CalculateElementDisplacements(element, dSolution);
element.ElementType.CalculateStresses(element, localSolution, localdSolution);
if (element.ElementType.MaterialModified)
{
element.Patch.StiffnessModified = true;
}
var f = element.ElementType.CalculateForces(element, localSolution, localdSolution);
FreeDofOrdering.AddVectorElementToSubdomain(element, f, forces);
}
return(forces);
}
public IVector GetRhsFromSolution(IVectorView solution, IVectorView dSolution)
{
var forces = Vector.CreateZero(FreeDofOrdering.NumFreeDofs); //TODO: use Vector
foreach (Element element in Elements)
{
//var localSolution = GetLocalVectorFromGlobal(element, solution);//TODOMaria: This is where the element displacements are calculated //removeMaria
//var localdSolution = GetLocalVectorFromGlobal(element, dSolution);//removeMaria
//TODO: ElementType should operate with Vector instead of double[]. Then the ToRawArray() calls can be removed
double[] localSolution = CalculateElementDisplacements(element, solution);
double[] localdSolution = CalculateElementDisplacements(element, dSolution);
element.ElementType.CalculateStresses(element, localSolution, localdSolution);
if (element.ElementType.MaterialModified)
{
element.Subdomain.StiffnessModified = true;
}
var f = element.ElementType.CalculateForces(element, localSolution, localdSolution);
FreeDofOrdering.AddVectorElementToSubdomain(element, f, forces);
}
return(forces);
}
//ADDED1
public IVector GetRHSFromSolutionWithInitialDisplacementsEffect(IVectorView solution, IVectorView dSolution, Dictionary <int, INode> boundaryNodes,
Dictionary <int, Dictionary <IDofType, double> > initialConvergedBoundaryDisplacements, Dictionary <int, Dictionary <IDofType, double> > totalBoundaryDisplacements,
int nIncrement, int totalIncrements)
{
var forces = Vector.CreateZero(FreeDofOrdering.NumFreeDofs); //TODO: use Vector
foreach (Element element in Elements)
{
var localSolution = GetLocalVectorFromGlobalWithoutPrescribedDisplacements(element, solution);
ImposePrescribedDisplacementsWithInitialConditionSEffect(element, localSolution, boundaryNodes, initialConvergedBoundaryDisplacements, totalBoundaryDisplacements, nIncrement, totalIncrements);
var localdSolution = GetLocalVectorFromGlobalWithoutPrescribedDisplacements(element, dSolution);
ImposePrescribed_d_DisplacementsWithInitialConditionSEffect(element, localdSolution, boundaryNodes, initialConvergedBoundaryDisplacements, totalBoundaryDisplacements, nIncrement, totalIncrements);
element.ElementType.CalculateStresses(element, localSolution, localdSolution);
if (element.ElementType.MaterialModified)
{
element.Subdomain.StiffnessModified = true;
}
var f = element.ElementType.CalculateForces(element, localSolution, localdSolution);
FreeDofOrdering.AddVectorElementToSubdomain(element, f, forces);
}
return(forces);
}
