public static Results RunStaticExample()
{
#region Structural
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
int countContactElements = elementsAssembly.CountElementsOfSameType(typeof(ContactNtN2D));
ShowToGUI.PlotInitialGeometry(elementsAssembly);
structuralSolution.LinearScheme = new LUFactorization();
structuralSolution.NonLinearScheme.Tolerance = 1e-5;
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = 5;
double[] externalForces3 = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces3[dof - 1] = externalStructuralLoad;
}
double[] reducedExternalForces3 = BoundaryConditionsImposition.ReducedVector(externalForces3, elementsAssembly.BoundedDOFsVector);
structuralSolution.AssemblyData = elementsAssembly;
structuralSolution.Solve(reducedExternalForces3);
double[] solvector3 = structuralSolution.GetSolution();
elementsAssembly.UpdateDisplacements(solvector3);
ShowToGUI.PlotFinalGeometry(elementsAssembly);
double[] fullSolVector3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(solvector3, elementsAssembly.BoundedDOFsVector);
Dictionary <int, INode> finalNodes = Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullSolVector3);
double[] xFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item1;
double[] yFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item2;
Dictionary <int, double[]> allStepsSolutions = structuralSolution.GetAllStepsSolutions();
Dictionary <int, double[]> allStepsFullSolutions = new Dictionary <int, double[]>();
Dictionary <int, Dictionary <int, double[]> > allStepsContactForces = new Dictionary <int, Dictionary <int, double[]> >();
Dictionary <int, double[]> elementsInternalContactForcesVector;
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
elementsInternalContactForcesVector[4] = elementsAssembly.ElementsAssembly[4].CreateInternalGlobalForcesVector();
allStepsContactForces[i] = elementsInternalContactForcesVector;
string name = "ContactForce" + i.ToString() + ".dat";
VectorOperations.PrintVectorToFile(allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == 4).Value, @"C:\Users\Public\Documents\" + name);
}
for (int i = 0; i < allStepsSolutions.Count; i++)
{
allStepsFullSolutions.Add(i + 1, BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions.Single(m => m.Key == i + 1).Value, elementsAssembly.BoundedDOFsVector));
int j = i + 1;
string name = "solution" + j.ToString() + ".dat";
VectorOperations.PrintVectorToFile(allStepsFullSolutions.Single(m => m.Key == i + 1).Value, @"C:\Users\Public\Documents\" + name);
}
List <double[]> structuralSolutions = new List <double[]>();
#endregion
return(new Results()
{
NonlinearSolution = structuralSolutions, SelectedDOF = 2, SolutionType = "Nonlinear"
});
}
public static Results RunStaticExample()
{
#region Structural
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
int countContactElements = elementsAssembly.CountElementsOfSameType(typeof(ContactNtS2D));
//Gnuplot graphs
ShowToGUI.PlotInitialGeometry(elementsAssembly);
ExportToFile.ExportMatlabInitialGeometry(elementsAssembly);
Dictionary <int, INode> initialNodes = elementsAssembly.Nodes;
double[] initialXCoord = Assembly.NodalCoordinatesToVectors(initialNodes).Item1;
double[] initialYCoord = Assembly.NodalCoordinatesToVectors(initialNodes).Item2;
double[] Xvec1Initial = new double[totalNodes / 2];
double[] Yvec1Initial = new double[totalNodes / 2];
double[] Xvec2Initial = new double[totalNodes / 2];
double[] Yvec2Initial = new double[totalNodes / 2];
double[] Ζvec1Initial = Enumerable.Repeat(1.0, totalNodes / 2).ToArray();
double[] Ζvec2Initial = Enumerable.Repeat(1.0, totalNodes / 2).ToArray();
Array.Copy(initialXCoord, 0, Xvec1Initial, 0, totalNodes / 2);
Array.Copy(initialYCoord, 0, Yvec1Initial, 0, totalNodes / 2);
Array.Copy(initialXCoord, totalNodes / 2, Xvec2Initial, 0, totalNodes / 2);
Array.Copy(initialYCoord, totalNodes / 2, Yvec2Initial, 0, totalNodes / 2);
string pathForContour1 = @"C:\Users\Public\Documents\Total\1";
string pathForContour2 = @"C:\Users\Public\Documents\Total\2";
ExportToFile.CreateContourDataForMatlab(Xvec1Initial, Yvec1Initial, Ζvec1Initial, nodesInYCoor, nodesInXCoor, pathForContour1);
ExportToFile.CreateContourDataForMatlab(Xvec2Initial, Yvec2Initial, Ζvec2Initial, nodesInYCoor, nodesInXCoor, pathForContour2);
///structuralSolution = new StaticSolver();
structuralSolution.LinearScheme = new LUFactorization();
//structuralSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
structuralSolution.NonLinearScheme.Tolerance = 1e-5;
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = loadStepsNumber;
double[] externalForces3 = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces3[dof - 1] = externalStructuralLoad;
}
double[] reducedExternalForces3 = BoundaryConditionsImposition.ReducedVector(externalForces3, elementsAssembly.BoundedDOFsVector);
structuralSolution.AssemblyData = elementsAssembly;
structuralSolution.Solve(reducedExternalForces3);
double[] solvector3 = structuralSolution.GetSolution();
elementsAssembly.UpdateDisplacements(solvector3);
ShowToGUI.PlotFinalGeometry(elementsAssembly);
double[] fullSolVector3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(solvector3, elementsAssembly.BoundedDOFsVector);
Dictionary <int, INode> finalNodes = Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullSolVector3);
double[] xFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item1;
double[] yFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item2;
Dictionary <int, double[]> allStepsSolutions = structuralSolution.GetAllStepsSolutions();
Dictionary <int, Dictionary <int, double[]> > allStepsContactForces = new Dictionary <int, Dictionary <int, double[]> >();
Dictionary <int, Dictionary <int, double> > allStepsProjectionPoints = new Dictionary <int, Dictionary <int, double> >();
Dictionary <int, double[]> elementsInternalContactForcesVector;
Dictionary <int, double> projectionPointForEachElement;
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
projectionPointForEachElement = new Dictionary <int, double>();
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
for (int j = totalElements + 1; j <= totalElements + countContactElements; j++)
{
elementsInternalContactForcesVector[j] = elementsAssembly.ElementsAssembly[j].CreateInternalGlobalForcesVector();
projectionPointForEachElement[j] = elementsAssembly.ElementsAssembly[j].ClosestPointProjection();
}
allStepsContactForces[i] = elementsInternalContactForcesVector;
allStepsProjectionPoints[i] = projectionPointForEachElement;
}
List <double[]> structuralSolutions = new List <double[]>();
ExportToFile.ExportMatlabInitialGeometry(elementsAssembly);
#endregion
#region Thermal
Dictionary <int, double[]> thermalSolutions = new Dictionary <int, double[]>();
Dictionary <int, Dictionary <int, double[]> > allStepsHeatFluxes = new Dictionary <int, Dictionary <int, double[]> >();
List <Dictionary <int, double> > contactContactivityForEachStep = new List <Dictionary <int, double> >();
for (int k = 1; k <= allStepsSolutions.Count; k++)
{
IAssembly elementsAssembly2 = CreateThermalAssembly();
for (int j = totalElements + 1; j <= totalElements + countContactElements; j++)
{
double[] contactForce = allStepsContactForces[k][j];
elementsAssembly2.ElementsProperties[j].ContactForceValue = -contactForce[5];
double projectionPoint = allStepsProjectionPoints[k][j];
elementsAssembly2.ElementsProperties[j].Dx1 = projectionPoint;
}
elementsAssembly2.CreateElementsAssembly();
elementsAssembly2.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix2 = elementsAssembly2.CreateTotalStiffnessMatrix();
//ISolver thermalSolution = new StaticSolver();
thermalSolution.LinearScheme = new LUFactorization();
//thermalSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
thermalSolution.NonLinearScheme.Tolerance = 1e-7;
thermalSolution.ActivateNonLinearSolver = true;
thermalSolution.NonLinearScheme.numberOfLoadSteps = 20;
thermalSolution.AssemblyData = elementsAssembly2;
double[] externalHeatFlux = externalHeatLoafVector;
//externalHeatFlux[0] = externalHeatLoad;
//externalHeatFlux[15] = externalHeatLoad;
//externalHeatFlux[30] = externalHeatLoad;
//externalHeatFlux[45] = externalHeatLoad;
//externalHeatFlux[60] = externalHeatLoad;
foreach (var dof in loadedThermalDOFs)
{
externalHeatFlux[dof - 1] = externalHeatLoad;
}
//for (int i = 61; i <= 75; i++)
//{
// externalHeatFlux[61] = externalHeatLoad;
//}
double[] reducedExternalHeatFlux = BoundaryConditionsImposition.ReducedVector(externalHeatFlux, thermalSolution.AssemblyData.BoundedDOFsVector);
thermalSolution.Solve(reducedExternalHeatFlux);
double[] tempSol = thermalSolution.GetSolution();
thermalSolutions.Add(k, tempSol);
double[] fullThermalSolutionVector = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(tempSol, elementsAssembly2.BoundedDOFsVector);
elementsAssembly2.UpdateDisplacements(fullThermalSolutionVector);
Dictionary <int, double[]> elementsInternalHeatFluxesVector = new Dictionary <int, double[]>();
for (int j = totalElements + 1; j <= totalElements + countContactElements; j++)
{
elementsInternalHeatFluxesVector[j] = elementsAssembly2.ElementsAssembly[j].CreateInternalGlobalForcesVector();
}
allStepsHeatFluxes[k] = elementsInternalHeatFluxesVector;
Dictionary <int, double> contactContactivity = AssemblyHelpMethods.RetrieveContactContactivity(thermalSolution.AssemblyData);
contactContactivityForEachStep.Add(contactContactivity);
}
ExportToFile.ExportGeometryDataWithTemperatures(structuralSolution, thermalSolutions, thermalBoundaryConditions);
ExportToFile.ExportCondactivityForAllLoadSteps(contactContactivityForEachStep);
ExportToFile.ExportContactForcesForAllLoadSteps(allStepsContactForces);
ExportToFile.ExportHeatFluxesForAllLoadSteps(allStepsHeatFluxes);
ExportToFile.ExportConvergenceResultsToFile(structuralSolution.NonLinearScheme.LoadStepConvergence);
int[] thermalBoundCond = thermalBoundaryConditions;
double[] fullStructuralSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[8], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[16], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[24], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[32], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[40], elementsAssembly.BoundedDOFsVector);
double[] fullThermalSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[7], thermalBoundCond);
double[] fullThermalSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[15], thermalBoundCond);
double[] fullThermalSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[23], thermalBoundCond);
double[] fullThermalSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[31], thermalBoundCond);
double[] fullThermalSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[39], thermalBoundCond);
double[] contactContactivityForLoadStep1 = contactContactivityForEachStep[7].Values.ToArray();
double[] contactContactivityForLoadStep2 = contactContactivityForEachStep[15].Values.ToArray();
double[] contactContactivityForLoadStep3 = contactContactivityForEachStep[23].Values.ToArray();
double[] contactContactivityForLoadStep4 = contactContactivityForEachStep[31].Values.ToArray();
double[] contactContactivityForLoadStep5 = contactContactivityForEachStep[39].Values.ToArray();
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol1), fullThermalSol1, @"C:\Users\Public\Documents\Results1.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol2), fullThermalSol2, @"C:\Users\Public\Documents\Results2.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol3), fullThermalSol3, @"C:\Users\Public\Documents\Results3.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol4), fullThermalSol4, @"C:\Users\Public\Documents\Results4.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol5), fullThermalSol5, @"C:\Users\Public\Documents\Results5.dat");
VectorOperations.PrintVectorToFile(contactContactivityForLoadStep1, @"C:\Users\Public\Documents\contactivity1.dat");
VectorOperations.PrintVectorToFile(contactContactivityForLoadStep2, @"C:\Users\Public\Documents\contactivity2.dat");
VectorOperations.PrintVectorToFile(contactContactivityForLoadStep3, @"C:\Users\Public\Documents\contactivity3.dat");
VectorOperations.PrintVectorToFile(contactContactivityForLoadStep4, @"C:\Users\Public\Documents\contactivity4.dat");
VectorOperations.PrintVectorToFile(contactContactivityForLoadStep5, @"C:\Users\Public\Documents\contactivity5.dat");
structuralSolutions.Add(fullStructuralSol1);
structuralSolutions.Add(fullStructuralSol2);
structuralSolutions.Add(fullStructuralSol3);
structuralSolutions.Add(fullStructuralSol4);
structuralSolutions.Add(fullStructuralSol5);
double[] Xvec1Final = new double[totalNodes / 2];
double[] Yvec1Final = new double[totalNodes / 2];
double[] Xvec2Final = new double[totalNodes / 2];
double[] Yvec2Final = new double[totalNodes / 2];
double[] Ζvec1Final = new double[totalNodes / 2];
double[] Ζvec2Final = new double[totalNodes / 2];
Array.Copy(xFinalNodalCoor, 0, Xvec1Final, 0, totalNodes / 2);
Array.Copy(yFinalNodalCoor, 0, Yvec1Final, 0, totalNodes / 2);
Array.Copy(fullThermalSol4, 0, Ζvec1Final, 0, totalNodes / 2);
Array.Copy(xFinalNodalCoor, totalNodes / 2, Xvec2Final, 0, totalNodes / 2);
Array.Copy(yFinalNodalCoor, totalNodes / 2, Yvec2Final, 0, totalNodes / 2);
Array.Copy(fullThermalSol4, totalNodes / 2, Ζvec2Final, 0, totalNodes / 2);
List <HeatMapData> plots2 = new List <HeatMapData>();
plots2.Add(new HeatMapData()
{
Xcoordinates = Xvec1Final, Ycoordinates = Yvec1Final, Temperatures = Ζvec1Final
});
plots2.Add(new HeatMapData()
{
Xcoordinates = Xvec2Final, Ycoordinates = Yvec2Final, Temperatures = Ζvec2Final
});
ShowToGUI.PlotHeatMap(plots2);
string path = @"C:\Users\Public\Documents\Total\1final";
string path2 = @"C:\Users\Public\Documents\Total\2final";
ExportToFile.CreateContourDataForMatlab(Xvec1Final, Yvec1Final, Ζvec1Final, nodesInYCoor, nodesInXCoor, path);
ExportToFile.CreateContourDataForMatlab(Xvec2Final, Yvec2Final, Ζvec2Final, nodesInYCoor, nodesInXCoor, path2);
//ExportToFile.ExportGeometryDataWithTemperatures(finalNodes, fullTempSol);
GnuPlot.Close();
while (true)
{
if (File.Exists(AppContext.BaseDirectory + "gnuplot.png") && new FileInfo(AppContext.BaseDirectory + "gnuplot.png").Length > 0)
{
break;
}
Thread.Sleep(100);
}
GnuPlot.KillProcess();
#endregion
return(new Results()
{
NonlinearSolution = structuralSolutions, SelectedDOF = 2, SolutionType = "Nonlinear"
});
}
public static Results RunStaticExample()
{
#region Structural
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
int countContactElements = elementsAssembly.CountElementsOfSameType(typeof(ContactStS2D));
ShowToGUI.PlotInitialGeometry(elementsAssembly);
structuralSolution.LinearScheme = new LUFactorization();
structuralSolution.NonLinearScheme.Tolerance = 1e-5;
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = 30;
double[] externalForces3 = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces3[dof - 1] = externalStructuralLoad;
}
double[] reducedExternalForces3 = BoundaryConditionsImposition.ReducedVector(externalForces3, elementsAssembly.BoundedDOFsVector);
structuralSolution.AssemblyData = elementsAssembly;
structuralSolution.Solve(reducedExternalForces3);
double[] solvector3 = structuralSolution.GetSolution();
Dictionary <int, double[]> allStepsSolutions = structuralSolution.GetAllStepsSolutions();
Dictionary <int, List <double[]> > gPointsStress = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > gPointsStrain = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > gPoints = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > nodalStress = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > nodalStrain = new Dictionary <int, List <double[]> >();
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
string name = "NodalCoordinates" + i.ToString() + ".dat";
ExportToFile.ExportUpdatedNodalCoordinates(elementsAssembly, BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions.Single(m => m.Key == i).Value, elementsAssembly.BoundedDOFsVector), name);
gPointsStress = elementsAssembly.GetElementsStresses(allStepsSolutions[i]);
gPointsStrain = elementsAssembly.GetElementsStains(allStepsSolutions[i]);
gPoints = elementsAssembly.GetElementsGaussPoints(allStepsSolutions[i]);
nodalStress = elementsAssembly.GetElementsNodesStresses(allStepsSolutions[i]);
nodalStrain = elementsAssembly.GetElementsNodesStains(allStepsSolutions[i]);
string name1 = "GPointsStress" + i.ToString() + ".dat";
string name2 = "GPointsStrain" + i.ToString() + ".dat";
string name3 = "GPointsCoordinates" + i.ToString() + ".dat";
string name4 = "NodalStress" + i.ToString() + ".dat";
string name5 = "NodalStrain" + i.ToString() + ".dat";
VectorOperations.PrintDictionaryofListsofVectorsToFile(gPointsStress, @"C:\Users\Public\Documents\" + name1);
VectorOperations.PrintDictionaryofListsofVectorsToFile(gPointsStrain, @"C:\Users\Public\Documents\" + name2);
VectorOperations.PrintDictionaryofListsofVectorsToFile(gPoints, @"C:\Users\Public\Documents\" + name3);
VectorOperations.PrintDictionaryofListsofVectorsToFile(nodalStress, @"C:\Users\Public\Documents\" + name4);
VectorOperations.PrintDictionaryofListsofVectorsToFile(nodalStrain, @"C:\Users\Public\Documents\" + name5);
}
elementsAssembly.UpdateDisplacements(solvector3);
ShowToGUI.PlotFinalGeometry(elementsAssembly);
double[] fullSolVector3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(solvector3, elementsAssembly.BoundedDOFsVector);
Dictionary <int, INode> finalNodes = Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullSolVector3);
double[] xFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item1;
double[] yFinalNodalCoor = Assembly.NodalCoordinatesToVectors(finalNodes).Item2;
Dictionary <int, double[]> allStepsFullSolutions = new Dictionary <int, double[]>();
Dictionary <int, Dictionary <int, double[]> > allStepsContactForces = new Dictionary <int, Dictionary <int, double[]> >();
Dictionary <int, double[]> elementsInternalContactForcesVector;
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
for (int j = 1; j <= contactElements; j++)
{
elementsInternalContactForcesVector[elementsNumber + j] = elementsAssembly.ElementsAssembly[elementsNumber + j].CreateInternalGlobalForcesVector();
}
allStepsContactForces[i] = elementsInternalContactForcesVector;
string name = "ContactForces" + i.ToString() + ".dat";
double[] Vector = new double[contactElements * 12];
int count = 0;
for (int j = 1; j <= contactElements; j++)
{
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[0];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[1];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[2];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[3];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[4];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[5];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[6];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[7];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[8];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[9];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[10];
count += 1;
Vector[count] = allStepsContactForces.Single(m => m.Key == i).Value.Single(n => n.Key == elementsNumber + j).Value[11];
count += 1;
}
VectorOperations.PrintVectorToFile(Vector, @"C:\Users\Public\Documents\" + name);
}
for (int i = 0; i < allStepsSolutions.Count; i++)
{
allStepsFullSolutions.Add(i + 1, BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions.Single(m => m.Key == i + 1).Value, elementsAssembly.BoundedDOFsVector));
int j = i + 1;
string name = "solution" + j.ToString() + ".dat";
VectorOperations.PrintVectorToFile(allStepsFullSolutions.Single(m => m.Key == i + 1).Value, @"C:\Users\Public\Documents\" + name);
}
List <double[]> structuralSolutions = new List <double[]>();
#endregion
return(new Results()
{
NonlinearSolution = structuralSolutions, SelectedDOF = 2, SolutionType = "Nonlinear"
});
}
