public void RunExample()
{
double[,] matrix1 = MatrixOperations.CreateRandomMatrix(2000, 2000);
double[,] matrix2 = MatrixOperations.CreateRandomMatrix(2000, 2000);
double[] vector1 = VectorOperations.CreateRandomVector(2000);
double[,] result1, result2, result1b, result2b;
double[] result1c, result2c;
double result1d, result2d;
MatrixOperations.ParallelCalculations = false;
Stopwatch watch1 = Stopwatch.StartNew();
result1 = MatrixOperations.MatrixAddition(matrix1, matrix2);
result1b = MatrixOperations.MatrixProduct(matrix1, matrix2);
result1c = VectorOperations.MatrixVectorProduct(result1b, vector1);
result1d = VectorOperations.VectorNorm2(result1c);
long first = watch1.ElapsedMilliseconds;
MatrixOperations.ParallelCalculations = true;
Stopwatch watch2 = Stopwatch.StartNew();
result2 = MatrixOperations.MatrixAddition(matrix1, matrix2);
result2b = MatrixOperations.MatrixProduct(matrix1, matrix2);
//result2 = MatrixOperations.TempVariable;
result2c = VectorOperations.MatrixVectorProduct(result2b, vector1);
result2d = VectorOperations.VectorNorm2(result2c);
long second = watch2.ElapsedMilliseconds;
string timeForCalculations = "Elapsed time for single threaded operation: " + first.ToString() + " -Result is:" + result1d + "\n" + "Elapsed time for multithreaded operation: " + second.ToString() + " -Result is:" + result2d;
OnTimeElapsed(timeForCalculations);
}
private double[] LoadControlledNR(double[] forceVector)
{
lambda = 1.0 / numberOfLoadSteps;
double[] incrementDf = VectorOperations.VectorScalarProductNew(forceVector, lambda);
double[] solutionVector = new double[forceVector.Length];
double[] incrementalExternalForcesVector = new double[forceVector.Length];
double[] tempSolutionVector = new double[solutionVector.Length];
double[] deltaU = new double[solutionVector.Length];
double[] internalForcesTotalVector;
double[] dU;
double[] residual;
double residualNorm;
//Assembler.UpdateAccelerations(CalculateAccelerations(InitialValues.InitialAccelerationVector));
for (int i = 0; i < numberOfLoadSteps; i++)
{
incrementalExternalForcesVector = VectorOperations.VectorVectorAddition(incrementalExternalForcesVector, incrementDf);
Assembler.UpdateDisplacements(solutionVector);
Assembler.UpdateAccelerations(explicitAcceleration.Values.Last());
internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
double[,] tangentMatrix = CalculateHatMMatrix();
dU = LinearSolver.Solve(tangentMatrix, incrementDf);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, dU);
Assembler.UpdateDisplacements(solutionVector);
tangentMatrix = CalculateHatMMatrix();
internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
while (residualNorm > tolerance && iteration < maxIterations)
{
tangentMatrix = CalculateHatMMatrix();
deltaU = VectorOperations.VectorVectorSubtraction(deltaU, LinearSolver.Solve(tangentMatrix, residual));
tempSolutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
Assembler.UpdateDisplacements(tempSolutionVector);
//Assembler.UpdateAccelerations(CalculateAccelerations(solutionVector));
internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
iteration = iteration + 1;
}
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
if (iteration >= maxIterations)
{
Console.WriteLine("Newton-Raphson: Solution not converged at current iterations");
}
}
return(solutionVector);
}
private double[] LoadControlledNR(double[] forceVector)
{
double[] incrementDf = VectorOperations.VectorScalarProductNew(forceVector, lambda);
double[] solutionVector = localSolutionVector;
double[] incrementalExternalForcesVector = new double[forceVector.Length];
double[] tempSolutionVector = new double[solutionVector.Length];
double[] deltaU = new double[solutionVector.Length];
double[] internalForcesTotalVector;
double[] dU;
double[] residual;
double residualNorm;
for (int i = 0; i < numberOfLoadSteps; i++)
{
incrementalExternalForcesVector = VectorOperations.VectorVectorAddition(incrementalExternalForcesVector, incrementDf);
discretization.UpdateDisplacements(solutionVector);
internalForcesTotalVector = discretization.CreateTotalInternalForcesVector();
double[,] stiffnessMatrix = discretization.CreateTotalStiffnessMatrix();
//OnConvergenceResult("Newton-Raphson: Solution not converged at load step" + i);
dU = linearSolver.Solve(stiffnessMatrix, incrementDf);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, dU);
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
while (residualNorm > Tolerance && iteration < MaxIterations)
{
stiffnessMatrix = discretization.CreateTotalStiffnessMatrix();
deltaU = VectorOperations.VectorVectorSubtraction(deltaU, linearSolver.Solve(stiffnessMatrix, residual));
tempSolutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
discretization.UpdateDisplacements(tempSolutionVector);
internalForcesTotalVector = discretization.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
if (residualNorm <= Tolerance)
{
OnConvergenceResult("Newton-Raphson: Load Step " + i + " - Solution converged at iteration " + iteration + " - Residual Norm = " + residualNorm);
}
else
{
OnConvergenceResult("Newton-Raphson: Load Step " + i + " - Solution not converged at iteration " + iteration + " - Residual Norm = " + residualNorm);
}
iteration = iteration + 1;
//(Application.Current.Windows[0] as MainWindow).LogTool.Text = "ok";
//OnConvergenceResult("Newton-Raphson: Solution not converged at load step" + iteration);
}
InternalForces.Add(i + 1, internalForcesTotalVector);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
Solutions.Add(i + 1, solutionVector);
if (iteration >= MaxIterations)
{
OnConvergenceResult("Newton-Raphson did not converge at Load Step " + i + ". Exiting solution.");
LoadStepConvergence.Add("Solution not converged.");
break;
}
LoadStepConvergence.Add("Solution converged.");
}
return(solutionVector);
}
private double[] BiCGSTAB(double[,] stiffnessMatrix, double[] forceVector)
{
double[] solutionVector = new double[forceVector.Length];
double[] xVector = new double[forceVector.Length];
double[] pVector = new double[forceVector.Length];
double[] vVector = new double[forceVector.Length];
double[,] K = stiffnessMatrix;
double[] bVector = forceVector;
double[] rVector = VectorOperations.VectorVectorSubtraction(bVector, VectorOperations.MatrixVectorProduct(K, xVector));
double[] r0hatVector = rVector;
double rho0 = 1.0;
double w = 1.0;
double a = 1.0;
double rho1 = VectorOperations.VectorDotProduct(r0hatVector, rVector);
double b;
double[] sVector;
double[] tVector;
int iters = 100;
double converged;
for (int i = 0; i < iters; i++)
{
b = (rho1 / rho0) * (a / w);
pVector = VectorOperations.VectorVectorAddition(rVector,
VectorOperations.VectorScalarProductNew(
VectorOperations.VectorVectorSubtraction(pVector,
VectorOperations.VectorScalarProductNew(vVector, w)), b));
vVector = VectorOperations.MatrixVectorProduct(K, pVector);
a = rho1 / VectorOperations.VectorDotProduct(r0hatVector, vVector);
sVector = VectorOperations.VectorVectorSubtraction(rVector,
VectorOperations.VectorScalarProductNew(vVector, a));
tVector = VectorOperations.MatrixVectorProduct(K, sVector);
w = VectorOperations.VectorDotProduct(tVector, sVector) / VectorOperations.VectorDotProduct(tVector, tVector);
rho0 = rho1;
rho1 = -w *VectorOperations.VectorDotProduct(r0hatVector, tVector);
xVector = VectorOperations.VectorVectorAddition(xVector,
VectorOperations.VectorScalarProductNew(pVector, a));
xVector = VectorOperations.VectorVectorAddition(xVector,
VectorOperations.VectorScalarProductNew(sVector, w));
rVector = VectorOperations.VectorVectorSubtraction(sVector,
VectorOperations.VectorScalarProductNew(tVector, w));
converged = VectorOperations.VectorNorm2(rVector);
if (i == iters | converged < 0.00000001)
{
break;
}
}
solutionVector = xVector;
return(solutionVector);
}
private double[] CalculateNormalUnitVector()
{
double X1 = Nodes[1].XCoordinate;
double Y1 = Nodes[1].YCoordinate;
double X2 = Nodes[2].XCoordinate;
double Y2 = Nodes[2].YCoordinate;
double[] normalVector = new double[] { X2 - X1, Y2 - Y1 };
double normalVectorLength = VectorOperations.VectorNorm2(normalVector);
double[] normalUnitVec = new double[] { normalVector[0] / normalVectorLength, normalVector[1] / normalVectorLength };
return(normalUnitVec);
}
private double[] NewtonIterationsNewmark(double[] forceVector, int stepNumber, List <double> aConstants)
{
lambda = 1.0 / numberOfLoadSteps;
//double[] incrementDf = VectorOperations.VectorScalarProductNew(forceVector, lambda);
double[] solutionVector = new double[forceVector.Length];
double[] deltaU = new double[solutionVector.Length];
double[] internalForcesTotalVector;
double[] residual;
double residualNorm;
double[] hatR;
solutionVector = explicitSolution.Values.Last();
Assembler.UpdateDisplacements(solutionVector);
//Assembler.UpdateAccelerations(explicitAcceleration.Values.Last());
hatR = CalculateHatRVectorNewmarkNL(stepNumber, aConstants, solutionVector);
internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(hatR, internalForcesTotalVector);
residual = VectorOperations.VectorVectorSubtraction(forceVector, Assembler.CreateTotalInternalForcesVector());
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
for (int i = 0; i < maxIterations; i++)
{
double[,] tangentMatrix = CalculateHatKMatrixNewmark(aConstants);
deltaU = LinearSolver.Solve(tangentMatrix, residual);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
Assembler.UpdateDisplacements(solutionVector);
//Assembler.UpdateAccelerations(CalculateAccelerations());
hatR = CalculateHatRVectorNewmarkNL(stepNumber, aConstants, solutionVector);
internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(hatR, internalForcesTotalVector);
residualNorm = VectorOperations.VectorNorm2(residual);
if (residualNorm < tolerance)
{
break;
}
iteration = iteration + 1;
}
//Console.WriteLine(iteration);
if (iteration >= maxIterations)
{
Console.WriteLine("Newton-Raphson: Solution not converged at current iterations");
}
return(solutionVector);
}
private double[] LoadControlledNR(double[] forceVector)
{
double[] incrementDf = VectorOperations.VectorScalarProductNew(forceVector, lambda);
double[] solutionVector = new double[forceVector.Length];
double[] incrementalExternalForcesVector = new double[forceVector.Length];
double[] tempSolutionVector = new double[solutionVector.Length];
double[] deltaU = new double[solutionVector.Length];
double[] internalForcesTotalVector;
double[] dU;
double[] residual;
double residualNorm;
for (int i = 0; i < numberOfLoadSteps; i++)
{
incrementalExternalForcesVector = VectorOperations.VectorVectorAddition(incrementalExternalForcesVector, incrementDf);
base.UpdateDisplacements(solutionVector);
internalForcesTotalVector = base.CreateTotalInternalForcesVector();
double[,] stiffnessMatrix = base.CreateTotalStiffnessMatrix();
dU = linearSolver.Solve(stiffnessMatrix, incrementDf);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, dU);
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
while (residualNorm > tolerance && iteration < maxIterations)
{
stiffnessMatrix = base.CreateTotalStiffnessMatrix();
deltaU = VectorOperations.VectorVectorSubtraction(deltaU, linearSolver.Solve(stiffnessMatrix, residual));
tempSolutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
base.UpdateDisplacements(tempSolutionVector);
internalForcesTotalVector = base.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(internalForcesTotalVector, incrementalExternalForcesVector);
residualNorm = VectorOperations.VectorNorm2(residual);
iteration = iteration + 1;
}
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
if (iteration >= maxIterations)
{
Console.WriteLine("Newton-Raphson: Solution not converged at current iterations");
}
}
return(solutionVector);
}
private double[] StartNewtonIterations(double[] forceVector)
{
lambda = 1.0 / numberOfLoadSteps;
double[] solutionVector = new double[forceVector.Length];
double[] tempSolutionVector = new double[solutionVector.Length];
double[] deltaU = new double[solutionVector.Length];
double[] internalForcesTotalVector;
double[] dU;
double[] residual;
double residualNorm;
discretization.UpdateDisplacements(solutionVector);
residual = VectorOperations.VectorVectorSubtraction(forceVector, discretization.CreateTotalInternalForcesVector());
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
for (int i = 0; i < MaxIterations; i++)
{
double[,] tangentMatrix = discretization.CreateTotalStiffnessMatrix();
deltaU = linearSolver.Solve(tangentMatrix, residual);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
discretization.UpdateDisplacements(solutionVector);
internalForcesTotalVector = discretization.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(forceVector, internalForcesTotalVector);
residualNorm = VectorOperations.VectorNorm2(residual);
if (residualNorm < Tolerance)
{
continue;
}
iteration = iteration + 1;
}
if (iteration >= MaxIterations)
{
Console.WriteLine("Newton-Raphson: Solution not converged at current iterations");
}
return(solutionVector);
}
private double[] Project(double[] ksiVectorInitial)
{
int maxIterations = 1000;
double tol = Math.Pow(10.0, -4.0);
double[] deltaKsi = new double[2];
double norm = new double();
double[] ksiVector = ksiVectorInitial;
double[] xUpdated = xUpdatedVector();
for (int i = 1; i <= maxIterations; i++)
{
double[] oldksiVector = ksiVector;
Tuple <double[, ], double[, ], double[, ]> aMatrices = CalculatePositionMatrix(ksiVector[0], ksiVector[1]);
List <double[]> dRho = SurfaceVectors(ksiVector[0], ksiVector[1]);
double[] f = Calculate_f(dRho, aMatrices.Item1, xUpdated);
double e = Calculate_e(aMatrices.Item1, xUpdated);//double e = Calculate_e(aMatrices.Item2, xUpdated);
double[,] m = MetricTensor(dRho);
double detm = MetricTensorDet(m);
deltaKsi = CalculateDeltaKsi(detm, m, f, e);
ksiVector = VectorOperations.VectorVectorAddition(ksiVector, deltaKsi);//Iterations for the CPP?
norm = VectorOperations.VectorNorm2(VectorOperations.VectorVectorSubtraction(ksiVector, oldksiVector));
if (norm <= tol)
{
break;
}
}
if (norm > tol)
{
throw new Exception("CPP not found in current iterations");
}
else
{
return(ksiVector);
}
}
public static Results RunStaticExample()
{
#region Structural
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
//Gnuplot graphs
ShowToGUI.PlotInitialGeometry(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-4;
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = 40;
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, double[]> elementsInternalContactForcesVector;
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
for (int j = totalElements + 1; j <= totalElements + totalContactElements; j++)
{
elementsInternalContactForcesVector[j] = elementsAssembly.ElementsAssembly[j].CreateInternalGlobalForcesVector();
}
allStepsContactForces[i] = elementsInternalContactForcesVector;
}
List <double[]> structuralSolutions = new List <double[]>();
#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 + totalContactElements; j++)
{
double[] contactForce = allStepsContactForces[k][j];
elementsAssembly2.ElementsProperties[j].ContactForceValue = VectorOperations.VectorNorm2(new double[] { contactForce[2], contactForce[3] });
}
elementsAssembly2.CreateElementsAssembly();
elementsAssembly2.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix2 = elementsAssembly2.CreateTotalStiffnessMatrix();
ISolver thermalSolution = new StaticSolver();
thermalSolution.LinearScheme = new LUFactorization();
thermalSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
thermalSolution.ActivateNonLinearSolver = true;
thermalSolution.NonLinearScheme.numberOfLoadSteps = 10;
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 + totalContactElements - 1; 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);
int[] thermalBoundCond = thermalBoundaryConditions;
double[] fullStructuralSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[2], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[4], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[6], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[8], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[10], elementsAssembly.BoundedDOFsVector);
double[] fullThermalSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[1], thermalBoundCond);
double[] fullThermalSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[3], thermalBoundCond);
double[] fullThermalSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[5], thermalBoundCond);
double[] fullThermalSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[7], thermalBoundCond);
double[] fullThermalSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[9], thermalBoundCond);
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");
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();
//Gnuplot graphs
ShowToGUI.PlotInitialGeometry(elementsAssembly);
ExportToFile.ExportMatlabInitialGeometry(elementsAssembly);
//ISolver structuralSolution = new StaticSolver();
structuralSolution.LinearScheme = new LUFactorization();
//structuralSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = 10;
//int[] BoundedDOFsVector2 = new int[] { 1, 2, 31, 32, 61, 62, 91, 92, 121, 122, 179, 180, 209, 210, 239, 240, 269, 270, 299, 300 };
double[] externalForces3 = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces3[dof] = externalStructuralLoad;
}
//externalForces3[135] = externalStructuralLoad;
//externalForces3[137] = externalStructuralLoad;
//externalForces3[139] = externalStructuralLoad;
//externalForces3[141] = externalStructuralLoad;
//externalForces3[143] = externalStructuralLoad;
//externalForces3[145] = externalStructuralLoad;
//externalForces3[147] = externalStructuralLoad;
//externalForces3[149] = 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);
ExportToFile.ExportMatlabFinalGeometry(elementsAssembly, fullSolVector3);
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, double[]> elementsInternalContactForcesVector;
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
for (int j = 113; j <= 120; j++)
{
elementsInternalContactForcesVector[j] = elementsAssembly.ElementsAssembly[j].CreateInternalGlobalForcesVector();
}
allStepsContactForces[i] = elementsInternalContactForcesVector;
}
// double[] solVector2 = new double[280];
List <double[]> structuralSolutions = new List <double[]>();
// int[] BoundedDOFsVector = new int[] { 1, 2, 31, 32, 61, 62, 91, 92, 121, 122, 179, 180, 209, 210, 239, 240, 269, 270, 299, 300 };
// double[] externalForces2 = new double[300];
// for (int i = 1; i <= 5; i++)
// {
// structuralSolution.NonLinearScheme = new LoadControlledNewtonRaphson(solVector2);
// externalForces2[135] = -10000.0 * i;
// externalForces2[137] = -10000.0 * i;
// externalForces2[139] = -10000.0 * i;
// externalForces2[141] = -10000.0 * i;
// externalForces2[143] = -10000.0 * i;
// externalForces2[145] = -10000.0 * i;
// externalForces2[147] = -10000.0 * i;
// externalForces2[149] = -10000.0 * i;
// double[] reducedExternalForces2 = BoundaryConditionsImposition.ReducedVector(externalForces2, BoundedDOFsVector);
// structuralSolution.AssemblyData = elementsAssembly;
// structuralSolution.Solve(reducedExternalForces2);
// solVector2 = structuralSolution.GetSolution();
// structuralSolutions.Add(solVector2);
// }
// Dictionary<int, double[]> intForces = structuralSolution.GetInternalForces();
// Dictionary<int, double[]> elementInternalForces = elementsAssembly.GetElementsInternalForces(structuralSolutions[0]);
// List<string> elementTypes = elementsAssembly.GetElementsType();
// double[] completeFinalSolutionVector = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(solVector2, BoundedDOFsVector);
// Dictionary<int, INode> finalNodesList = new Dictionary<int, INode>();
// finalNodesList = Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, completeFinalSolutionVector);
#endregion
#region Thermal
List <double[]> thermalSolutions = new List <double[]>();
for (int k = 1; k <= allStepsSolutions.Count; k++)
{
IAssembly elementsAssembly2 = CreateThermalAssembly();
for (int j = 113; j < 120; j++)
{
double[] contactForce = allStepsContactForces[k][j];
elementsAssembly2.ElementsProperties[j].ContactForceValue = VectorOperations.VectorNorm2(new double[] { contactForce[2], contactForce[3] });
}
elementsAssembly2.CreateElementsAssembly();
elementsAssembly2.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix2 = elementsAssembly2.CreateTotalStiffnessMatrix();
ISolver thermalSolution = new StaticSolver();
thermalSolution.LinearScheme = new LUFactorization();
thermalSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
thermalSolution.ActivateNonLinearSolver = true;
thermalSolution.NonLinearScheme.numberOfLoadSteps = 10;
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] = 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(tempSol);
}
int[] thermalBoundCond = thermalBoundaryConditions;
double[] fullStructuralSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[2], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[4], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[6], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[8], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[10], elementsAssembly.BoundedDOFsVector);
double[] fullThermalSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[1], thermalBoundCond);
double[] fullThermalSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[3], thermalBoundCond);
double[] fullThermalSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[5], thermalBoundCond);
double[] fullThermalSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[7], thermalBoundCond);
double[] fullThermalSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[9], thermalBoundCond);
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");
//double[] temperatures = new double[135];
//int[] BoundedDOFsVectorForHeat = new int[] { 151, 152, 153, 154, 155, 156, 157, 158, 159, 160, 161, 162, 163, 164, 165 };
//for (int i = 1; i <= 5; i++)
//{
// thermalSolution.NonLinearScheme = new LoadControlledNewtonRaphson(temperatures);
// double[] externalHeatFlux = new double[150];
// double[] reducedExternalHeatFlux = BoundaryConditionsImposition.ReducedVector(externalHeatFlux, BoundedDOFsVectorForHeat);
// thermalSolution.AssemblyData = elementsAssembly2;
// thermalSolution.Solve(reducedExternalHeatFlux);
// temperatures = thermalSolution.GetSolution();
// thermalSolutions.Add(temperatures);
//}
//List<double> X = new List<double>();
//List<double> Y = new List<double>();
//double[] fullTempSol = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(tempSol, thermalSolution.AssemblyData.BoundedDOFsVector);
//double[] Z = fullTempSol;//thermalSolutions[4];
//foreach (var node in elementsAssembly2.Nodes)
//{
// X.Add(node.Value.XCoordinate);
// Y.Add(node.Value.YCoordinate);
//}
//double[] Xvec = X.ToArray();
//double[] Yvec = Y.ToArray();
//double[] Xvec1 = new double[75];
//double[] Yvec1 = new double[75];
//double[] Zvec1 = new double[75];
//double[] Xvec2 = new double[75];
//double[] Yvec2 = new double[75];
//double[] Zvec2 = new double[75];
//Array.Copy(Xvec, 75, Xvec2, 0, 75);
//Array.Copy(Yvec, 75, Yvec2, 0, 75);
//Array.Copy(Z, 75, Zvec2, 0, 75);
//Array.Copy(Xvec, 0, Xvec1, 0, 75);
//Array.Copy(Yvec, 0, Yvec1, 0, 75);
//Array.Copy(Z, 0, Zvec1, 0, 75);
//GnuPlot.Set("terminal png size 500, 300");
//GnuPlot.Set("output 'gnuplot.png'");
//GnuPlot.HoldOn();
//GnuPlot.Set("cbrange[0:20.0]");
//GnuPlot.Set("palette defined(0 \"blue\", 1 \"red\")");
//GnuPlot.Set("pm3d");
//GnuPlot.Set("dgrid3d");
//GnuPlot.Set("view map");
//GnuPlot.SPlot(Xvec1, Yvec1, Zvec1);
//GnuPlot.SPlot(Xvec2, Yvec2, Zvec2);
//GnuPlot.Set("output");
//List<HeatMapData> plots = new List<HeatMapData>();
//plots.Add(new HeatMapData() { Xcoordinates = Xvec1, Ycoordinates = Yvec1, Temperatures = Zvec1 });
//plots.Add(new HeatMapData() { Xcoordinates = Xvec2, Ycoordinates = Yvec2, Temperatures = Zvec2 });
////ShowToGUI.PlotHeatMap(plots);
double[] Xvec1Final = new double[75];
double[] Yvec1Final = new double[75];
double[] Xvec2Final = new double[75];
double[] Yvec2Final = new double[75];
double[] Ζvec1Final = new double[75];
double[] Ζvec2Final = new double[75];
Array.Copy(xFinalNodalCoor, 0, Xvec1Final, 0, 75);
Array.Copy(yFinalNodalCoor, 0, Yvec1Final, 0, 75);
Array.Copy(fullThermalSol4, 0, Ζvec1Final, 0, 75);
Array.Copy(xFinalNodalCoor, 75, Xvec2Final, 0, 75);
Array.Copy(yFinalNodalCoor, 75, Yvec2Final, 0, 75);
Array.Copy(fullThermalSol4, 75, Ζvec2Final, 0, 75);
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
});
//GnuPlot.HoldOn();
//GnuPlot.Set("pm3d");
//GnuPlot.Set("dgrid3d");
//GnuPlot.Set("view map");
//GnuPlot.SPlot(new double[] { -1.0, 2.0, 1.0, -1.0}, new double[] { 1.0, 2.0, -1.0, 1.0 }, new double[] { 2, 1, 3, 2 });
////GnuPlot.SPlot(new double[] { -1.0, 1.0, 3.0 }, new double[] { 2.0, 2.0, -1.0 }, new double[] { 5, 4, 9 });
////GnuPlot.Plot(Xvec2Final, Yvec2Final);
ShowToGUI.PlotHeatMap(plots2);
string path = @"C:\Users\Public\Documents\Total\1final";
string path2 = @"C:\Users\Public\Documents\Total\2final";
ExportToFile.CreateContourDataForMatlab(Xvec1Final, Yvec1Final, Ζvec1Final, 5, 15, path);
ExportToFile.CreateContourDataForMatlab(Xvec2Final, Yvec2Final, Ζvec2Final, 5, 15, 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
structuralSolutions.Add(fullStructuralSol1);
structuralSolutions.Add(fullStructuralSol2);
structuralSolutions.Add(fullStructuralSol3);
structuralSolutions.Add(fullStructuralSol4);
structuralSolutions.Add(fullStructuralSol5);
diagramData.ShowResults(new Results()
{
NonlinearSolution = structuralSolutions, SelectedDOF = 2, SolutionType = "Nonlinear"
});
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();
//Gnuplot graphs
ShowToGUI.PlotInitialGeometry(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);
//ISolver structuralSolution = new StaticSolver();
structuralSolution.LinearScheme = new PCGSolver();
//structuralSolution.NonLinearScheme = new LoadControlledNewtonRaphson();
//structuralSolution.NonLinearScheme.Tolerance = 1e-5;
structuralSolution.NonLinearScheme.Tolerance = 0.00001;
//structuralSolution.NonLinearScheme.MaxIterations = 100;
structuralSolution.ActivateNonLinearSolver = true;
structuralSolution.NonLinearScheme.numberOfLoadSteps = 20;
double[] externalForces3 = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
if (dof == loadDof1 | dof == LoadDof2)
{
externalForces3[dof - 1] = externalStructuralLoad / 2;
}
else
{
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> > allStepsContactDXs = new Dictionary <int, Dictionary <int, double> >();
Dictionary <int, Dictionary <int, double> > allStepsContactDXs1 = new Dictionary <int, Dictionary <int, double> >();
Dictionary <int, Dictionary <int, double> > allStepsContactDXs2 = new Dictionary <int, Dictionary <int, double> >();
Dictionary <int, Dictionary <int, INode> > allstepsfinalNodes = new Dictionary <int, Dictionary <int, INode> >();
//Dictionary<int, Dictionary<int, INode>> PreviusStatefinalNodes = new Dictionary<int, Dictionary<int, INode>>();
Dictionary <int, double[]> elementsInternalContactForcesVector;
Dictionary <int, double> Deltax;
Dictionary <int, double> Deltax1;
Dictionary <int, double> Deltax2;
//double[] SolutionSum = new double[2 * totalNodes];
double[] NodalX = new double[totalNodes];
double[] NodalY = new double[totalNodes];
int upperNode = new int();
int lowerLeftNode = new int();
int lowerRightNode = new int();
for (int i = 1; i <= allStepsSolutions.Count; i++)
{
elementsInternalContactForcesVector = new Dictionary <int, double[]>();
Deltax = new Dictionary <int, double>();
Deltax1 = new Dictionary <int, double>();
Deltax2 = new Dictionary <int, double>();
//allstepsfinalNodes = new Dictionary<int, Dictionary<int, INode>>();
double[] fullSolVectorSteps = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[i], elementsAssembly.BoundedDOFsVector);
//SolutionSum = VectorOperations.VectorVectorAddition(SolutionSum, fullSolVectorSteps);
allstepsfinalNodes[i] = Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullSolVectorSteps);
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
NodalX = Assembly.NodalCoordinatesToVectors(allstepsfinalNodes[i]).Item1;
NodalY = Assembly.NodalCoordinatesToVectors(allstepsfinalNodes[i]).Item2;
for (int j = totalElements + 1; j <= totalElements + totalContactElements; j++)
{
elementsInternalContactForcesVector[j] = elementsAssembly.ElementsAssembly[j].CreateInternalGlobalForcesVector();
}
upperNode = nodesInXCoor - totalContactElements + 1;
lowerLeftNode = (nodesInXCoor + nodesInXCoor2) * nodesInYCoor - nodesInXCoor2 + 1;
lowerRightNode = lowerLeftNode + 1;
for (int j = totalElements + 1; j <= totalElements + totalContactElements; j += 2)
{
Deltax[j] = Math.Pow(Math.Pow(NodalX[lowerRightNode - 1] - NodalX[lowerLeftNode - 1], 2) + Math.Pow(NodalY[lowerRightNode - 1] - NodalY[lowerLeftNode - 1], 2), 0.5);
Deltax2[j] = Math.Pow(Math.Pow(NodalX[lowerRightNode - 1] - NodalX[upperNode - 1], 2) + Math.Pow(NodalY[lowerRightNode - 1] - NodalY[upperNode - 1], 2), 0.5);
Deltax1[j] = Math.Pow(Math.Pow(NodalX[upperNode - 1] - NodalX[lowerLeftNode - 1], 2) + Math.Pow(NodalY[upperNode - 1] - NodalY[lowerLeftNode - 1], 2), 0.5);
upperNode = upperNode + 1;
Deltax[j + 1] = Math.Pow(Math.Pow(NodalX[lowerRightNode - 1] - NodalX[lowerLeftNode - 1], 2) + Math.Pow(NodalY[lowerRightNode - 1] - NodalY[lowerLeftNode - 1], 2), 0.5);
Deltax2[j + 1] = Math.Pow(Math.Pow(NodalX[lowerRightNode - 1] - NodalX[upperNode - 1], 2) + Math.Pow(NodalY[lowerRightNode - 1] - NodalY[upperNode - 1], 2), 0.5);
Deltax1[j + 1] = Math.Pow(Math.Pow(NodalX[upperNode - 1] - NodalX[lowerLeftNode - 1], 2) + Math.Pow(NodalY[upperNode - 1] - NodalY[lowerLeftNode - 1], 2), 0.5);
lowerLeftNode = lowerRightNode;
lowerRightNode = lowerRightNode + 1;
upperNode = upperNode + 1;
}
allStepsContactForces[i] = elementsInternalContactForcesVector;
allStepsContactDXs[i] = Deltax;
allStepsContactDXs1[i] = Deltax1;
allStepsContactDXs2[i] = Deltax2;
}
List <double[]> structuralSolutions = new List <double[]>();
#endregion
#region Thermal
List <double[]> thermalSolutions = new List <double[]>();
//List<double[]> thermalSolutions2 = new List<double[]>();
List <Dictionary <int, double> > contactContactivityForEachStep = new List <Dictionary <int, double> >();
List <double[]> contactContactivityForEachStep2 = new List <double[]>();
for (int k = 1; k <= allStepsSolutions.Count; k++)
{
IAssembly elementsAssembly2 = CreateThermalAssembly();
for (int j = totalElements + 1; j <= totalElements + totalContactElements; j++)
{
double[] contactForce = allStepsContactForces[k][j];
double DX = allStepsContactDXs[k][j];
double DX1 = allStepsContactDXs1[k][j];
double DX2 = allStepsContactDXs2[k][j];
//double ContactForceVar = Math.Pow(Math.Pow(VectorOperations.VectorNorm2(new double[] { contactForce[4], contactForce[5] }),2),0.5);
elementsAssembly2.ElementsProperties[j].ContactForceValue = VectorOperations.VectorNorm2(new double[] { contactForce[4], contactForce[5] });
elementsAssembly2.ElementsProperties[j].Dx = DX;
elementsAssembly2.ElementsProperties[j].Dx1 = DX1;
elementsAssembly2.ElementsProperties[j].Dx2 = DX2;
}
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.NonLinearScheme.MaxIterations = 100;
thermalSolution.ActivateNonLinearSolver = true;
thermalSolution.NonLinearScheme.numberOfLoadSteps = 10;
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)
{
if ((dof == ThermalDof1 | dof == ThermalDof2))
{
externalHeatFlux[dof - 1] = -T0 * (cond / (6 * xIntervals * yIntervals)) * ((Math.Pow(xIntervals, 2) - 2 * Math.Pow(yIntervals, 2)) - (Math.Pow(xIntervals, 2) + Math.Pow(yIntervals, 2)));
}
else
{
externalHeatFlux[dof - 1] = -2 * T0 * (cond / (6 * xIntervals * yIntervals)) * ((Math.Pow(xIntervals, 2) - 2 * Math.Pow(yIntervals, 2)) - (Math.Pow(xIntervals, 2) + Math.Pow(yIntervals, 2)));
}
}
//for (int i = 61; i <= 75; i++)
//{
// externalHeatFlux[61] = externalHeatLoad;
//}
double[] reducedExternalHeatFlux = BoundaryConditionsImposition.ReducedVector(externalHeatFlux, thermalSolution.AssemblyData.BoundedDOFsVector);
thermalSolution.Solve(reducedExternalHeatFlux);
Dictionary <int, double[]> IntHeatFlux = thermalSolution.GetInternalForces();
//double [] HeatSolve= new double[totalNodes];
//double[] value;
////double[] Values = new double[totalNodes];
//for (int i = 1; i <= 10; i++)
//{
// value = IntHeatFlux[i];
// thermalSolutions2.Add(value);
// //Values[i - 1] = Convert.ToDouble(value);
//}
//HeatSolve = VectorOperations.VectorVectorAddition(Values , externalHeatFlux);
double[] tempSol = thermalSolution.GetSolution();
elementsAssembly2.UpdateDisplacements(tempSol);
//double[] contactContactivityVector = new double[totalContactElements];
//Dictionary<int, double[]> allStepsSolutions2 = thermalSolution.GetAllStepsSolutions();
thermalSolutions.Add(tempSol);
//thermalSolutions2.Add(HeatSolve);
Dictionary <int, double> contactContactivity = AssemblyHelpMethods.RetrieveContactContactivity(thermalSolution.AssemblyData);
// contactContactivityForEachStep.Add(contactContactivity);
// for (int i = 0; i <= totalContactElements - 1; i++)
// {
// contactContactivityVector[i] = contactContactivity[i + totalElements + 1];
// }
// contactContactivityForEachStep2.Add(contactContactivityVector);
}
int[] thermalBoundCond = thermalBoundaryConditions;
//int[] thermalBoundCond2 = thermalBoundaryConditions2;
double[] fullStructuralSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[4], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[8], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[12], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[16], elementsAssembly.BoundedDOFsVector);
double[] fullStructuralSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[20], elementsAssembly.BoundedDOFsVector);
double[] fullThermalSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[3], thermalBoundCond);
double[] fullThermalSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[7], thermalBoundCond);
double[] fullThermalSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[11], thermalBoundCond);
double[] fullThermalSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[15], thermalBoundCond);
double[] fullThermalSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(thermalSolutions[19], thermalBoundCond);
//double[] fullThermalSol6 = thermalSolutions2[19];
//double[] fullThermalSol7 = thermalSolutions2[39];
//double[] fullThermalSol8 = thermalSolutions2[59];
//double[] fullThermalSol9 = thermalSolutions2[79];
//double[] fullThermalSol10 = thermalSolutions2[99];
//double[] FullcontactContactivity1 = contactContactivityForEachStep2[1];
//double[] FullcontactContactivity2 = contactContactivityForEachStep2[3];
//double[] FullcontactContactivity3 = contactContactivityForEachStep2[5];
//double[] FullcontactContactivity4 = contactContactivityForEachStep2[7];
//double[] FullcontactContactivity5 = contactContactivityForEachStep2[9];
double[] FullStructuralSolution_1_Χ = new double[totalNodes];
double[] FullStructuralSolution_1_Υ = new double[totalNodes];
double[] FullStructuralSolution_2_Χ = new double[totalNodes];
double[] FullStructuralSolution_2_Υ = new double[totalNodes];
double[] FullStructuralSolution_3_Χ = new double[totalNodes];
double[] FullStructuralSolution_3_Υ = new double[totalNodes];
double[] FullStructuralSolution_4_Χ = new double[totalNodes];
double[] FullStructuralSolution_4_Υ = new double[totalNodes];
double[] FullStructuralSolution_5_Χ = new double[totalNodes];
double[] FullStructuralSolution_5_Υ = new double[totalNodes];
int count = 1;
for (int i = 1; i <= 2 * totalNodes - 1; i += 2)
{
FullStructuralSolution_1_Χ[count - 1] = fullStructuralSol1[i - 1];
FullStructuralSolution_1_Υ[count - 1] = fullStructuralSol1[i];
count += 1;
}
count = 1;
for (int i = 1; i <= 2 * totalNodes - 1; i += 2)
{
FullStructuralSolution_2_Χ[count - 1] = fullStructuralSol2[i - 1];
FullStructuralSolution_2_Υ[count - 1] = fullStructuralSol2[i];
count += 1;
}
count = 1;
for (int i = 1; i <= 2 * totalNodes - 1; i += 2)
{
FullStructuralSolution_3_Χ[count - 1] = fullStructuralSol3[i - 1];
FullStructuralSolution_3_Υ[count - 1] = fullStructuralSol3[i];
count += 1;
}
count = 1;
for (int i = 1; i <= 2 * totalNodes - 1; i += 2)
{
FullStructuralSolution_4_Χ[count - 1] = fullStructuralSol4[i - 1];
FullStructuralSolution_4_Υ[count - 1] = fullStructuralSol4[i];
count += 1;
}
count = 1;
for (int i = 1; i <= 2 * totalNodes - 1; i += 2)
{
FullStructuralSolution_5_Χ[count - 1] = fullStructuralSol5[i - 1];
FullStructuralSolution_5_Υ[count - 1] = fullStructuralSol5[i];
count += 1;
}
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol1), FullStructuralSolution_1_Χ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res1_ux.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol2), FullStructuralSolution_2_Χ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res2_ux.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol3), FullStructuralSolution_3_Χ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res3_ux.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol4), FullStructuralSolution_4_Χ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res4_ux.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol5), FullStructuralSolution_5_Χ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res5_ux.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol1), FullStructuralSolution_1_Υ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res1_uy.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol2), FullStructuralSolution_2_Υ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res2_uy.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol3), FullStructuralSolution_3_Υ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res3_uy.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol4), FullStructuralSolution_4_Υ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res4_uy.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol5), FullStructuralSolution_5_Υ, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.00Mpa_Res5_uy.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol1), fullThermalSol1, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.000Mpa_Res1_temp.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol2), fullThermalSol2, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.000Mpa_Res2_temp.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol3), fullThermalSol3, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.000Mpa_Res3_temp.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol4), fullThermalSol4, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.000Mpa_Res4_temp.dat");
ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol5), fullThermalSol5, @"C:\Users\Public\Documents\ThermalStructuralCNTsInAngle3_0.12L_20.000Mpa_Res5_temp.dat");
//ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol1), fullThermalSol6, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.90L_0.100Mpa_Res6.dat");
//ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol2), fullThermalSol7, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.90L_0.100Mpa_Res7.dat");
//ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol3), fullThermalSol8, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.90L_0.100Mpa_Res8.dat");
//ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol4), fullThermalSol9, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.90L_0.100Mpa_Res9.dat");
//ExportToFile.ExportGeometryDataWithTemperatures(Assembly.CalculateFinalNodalCoordinates(elementsAssembly.Nodes, fullStructuralSol5), fullThermalSol10, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.90L_0.100Mpa_Res10.dat");
//VectorOperations.PrintVectorToFile(fullThermalSol6, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_Res6.dat");
//VectorOperations.PrintVectorToFile(fullThermalSol7, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_Res7.dat");
//VectorOperations.PrintVectorToFile(fullThermalSol8, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_Res8.dat");
//VectorOperations.PrintVectorToFile(fullThermalSol9, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_Res9.dat");
//VectorOperations.PrintVectorToFile(fullThermalSol10, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_Res10.dat");
//VectorOperations.PrintVectorToFile(FullcontactContactivity1, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_CC1.dat");
//VectorOperations.PrintVectorToFile(FullcontactContactivity2, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_CC2.dat");
//VectorOperations.PrintVectorToFile(FullcontactContactivity3, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_CC3.dat");
//VectorOperations.PrintVectorToFile(FullcontactContactivity4, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_CC4.dat");
//VectorOperations.PrintVectorToFile(FullcontactContactivity5, @"C:\Users\Public\Documents\CouplThermStructCNTs_0.30L_0.100Mpa_CC5.dat");
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"
});
}
private double[] NewtonIterationsExplicit(int timeStep, double[] forceVector, double[,] tangentMatrix)
{
//lambda = 1.0 / numberOfLoadSteps;
//double[] incrementDf = VectorOperations.VectorScalarProductNew(forceVector, lambda);
double[] solutionVector = new double[forceVector.Length];
double[] deltaU = new double[solutionVector.Length];
//double[] internalForcesTotalVector;
double[] residual;
double residualNorm;
double[] hatRPrevious;
double[] hatRNext;
solutionVector = explicitSolution.Values.Last();
Assembler.UpdateDisplacements(solutionVector);
Assembler.UpdateAccelerations(explicitAcceleration.Values.Last());
hatRPrevious = CalculateHatRVectorNL(timeStep);
hatRNext = hatRPrevious;
//internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
//residual = VectorOperations.VectorVectorSubtraction(hatR, internalForcesTotalVector);
residual = hatRPrevious;
int iteration = 0;
Array.Clear(deltaU, 0, deltaU.Length);
for (int i = 0; i < maxIterations; i++)
{
if (i == 0)
{
//deltaU = LinearSolver.Solve(tangentMatrix, residual);
//solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
solutionVector = LinearSolver.Solve(tangentMatrix, residual);
Assembler.UpdateDisplacements(solutionVector);
//Assembler.UpdateAccelerations(CalculateAccelerations());
hatRNext = CalculateHatRVectorNL(timeStep);
//internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(hatRNext, hatRPrevious);
residualNorm = VectorOperations.VectorNorm2(residual);
if (residualNorm < tolerance)
{
break;
}
iteration = iteration + 1;
hatRPrevious = hatRNext;
}
else
{
deltaU = LinearSolver.Solve(tangentMatrix, residual);
solutionVector = VectorOperations.VectorVectorAddition(solutionVector, deltaU);
//solutionVector = LinearSolver.Solve(tangentMatrix, residual);
Assembler.UpdateDisplacements(solutionVector);
//Assembler.UpdateAccelerations(CalculateAccelerations());
hatRNext = CalculateHatRVectorNL(timeStep);
//internalForcesTotalVector = Assembler.CreateTotalInternalForcesVector();
residual = VectorOperations.VectorVectorSubtraction(hatRNext, hatRPrevious);
residualNorm = VectorOperations.VectorNorm2(residual);
if (residualNorm < tolerance)
{
break;
}
iteration = iteration + 1;
hatRPrevious = hatRNext;
}
}
//Console.WriteLine(iteration);
if (iteration >= maxIterations)
{
Console.WriteLine("Newton-Raphson: Solution not converged at current iterations");
}
return(solutionVector);
}
