public static void RunDynamicExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = new double[6];
initialValues.InitialDisplacementVector = new double[6];
//initialValues.InitialDisplacementVector[7] = -0.02146;
initialValues.InitialVelocityVector = new double[6];
initialValues.InitialTime = 0.0;
ExplicitSolver newSolver = new ExplicitSolver(1.0, 10000);
newSolver.Assembler = elementsAssembly;
newSolver.InitialValues = initialValues;
newSolver.ExternalForcesVector = new double[] { 0, 0, 0, 0, -50000, -50000 };
newSolver.LinearSolver = new CholeskyFactorization();
newSolver.ActivateNonLinearSolution = true;
newSolver.SolveNewmark();
newSolver.PrintExplicitSolution();//
}
public static void SolveNewmarkExample()
{
double[,] M = new double[, ]
{
{ 2.0, 0.0 },
{ 0.0, 1.0 }
};
double[,] K = new double[, ]
{
{ 6.0, -2.0 },
{ -2.0, 4.0 }
};
double[] F = new double[] { 0.0, 10.0 };
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = new double[] { 0.0, 10.0 };
initialValues.InitialDisplacementVector = new double[] { 0.0, 0.0 };
initialValues.InitialVelocityVector = new double[] { 0.0, 0.0 };
initialValues.InitialTime = 0.0;
ExplicitSolver solver = new ExplicitSolver(2.8, 10);
solver.InitialValues = initialValues;
solver.CustomMassMatrix = M;
solver.CustomStiffnessMatrix = K;
solver.CustomDampingMatrix = new double[2, 2];
solver.ExternalForcesVector = F;
solver.ActivateNonLinearSolution = false;
solver.LinearSolver = new LUFactorization();
solver.SolveNewmark();
solver.PrintExplicitSolution();
}
public static Results RunDynamicExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = new double[16];
initialValues.InitialDisplacementVector = new double[16];
//initialValues.InitialDisplacementVector[7] = -0.02146;
initialValues.InitialVelocityVector = new double[16];
initialValues.InitialVelocityVector = new double[] { -5000, -5000, -5000, -5000,
-5000, -5000, -5000, -5000, -5000, -5000, -5000, -5000, -5000, -5000, -5000, -5000 };
initialValues.InitialTime = 0.0;
ExplicitSolver newSolver = new ExplicitSolver(1.0, 20);
newSolver.Assembler = elementsAssembly;
newSolver.InitialValues = initialValues;
//newSolver.ExternalForcesVector = new double[] { 0, 0, 0, 0, 0, -3.0 * 2200000, 0, 0, 0, 0, 0, 0, 0, 0, 0, 0 };
newSolver.ExternalForcesVector = new double[16];
newSolver.LinearSolver = new LUFactorization();
newSolver.ActivateNonLinearSolution = true;
newSolver.SolveNewmark();
//newSolver.PrintExplicitSolution();
Results finalResults = new Results()
{
DynamicSolution = newSolver.explicitSolution, TimeSteps = newSolver.TimeAtEachStep, SelectedDOF = 1, SelectedInterval = 1, SolutionType = "Dynamic"
};
return(finalResults);
}
public static Results RunExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = new double[] { 10, 0.0, 10, 10, 10, 0.0, 10, 10, 10, 0.0, 10, 10 };
initialValues.InitialDisplacementVector = new double[] { -0.2, 0.0, -0.2, -0.2, -0.2, 0.0, -0.2, -0.2, -0.2, 0.0, -0.2, -0.2 };
initialValues.InitialVelocityVector = new double[] { 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0, 0.0 };
initialValues.InitialTime = 0.0;
ExplicitSolver newSolver = new ExplicitSolver(10, 100);
newSolver.Assembler = elementsAssembly;
double[] externalForces = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces[dof - 1] = externalForce;
}
newSolver.InitialValues = initialValues;
newSolver.ExternalForcesVector = BoundaryConditionsImposition.ReducedVector(externalForces, elementsAssembly.BoundedDOFsVector);
newSolver.LinearSolver = new LUFactorization();
newSolver.ActivateNonLinearSolution = false;
newSolver.SolveNewmark();
//newSolver.PrintExplicitSolution();
Results finalResults = new Results()
{
DynamicSolution = newSolver.explicitSolution, TimeSteps = newSolver.TimeAtEachStep, SelectedDOF = 1, SelectedInterval = 1, SolutionType = "Dynamic"
};
return(finalResults);
}
public static Results RunExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
ShowToGUI.PlotInitialGeometry(elementsAssembly);
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = new double[] { 10.0, 0.0, 10.0, 0.0 };
initialValues.InitialDisplacementVector = new double[] { 0.0, 0.0, 0.0, 0.0 };
initialValues.InitialVelocityVector = new double[] { 0.0, 0.0, 0.0, 0.0 };
initialValues.InitialTime = 0.0;
ExplicitSolver newSolver = new ExplicitSolver(1, 100);
newSolver.Assembler = elementsAssembly;
double[] externalForces = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces[dof - 1] = externalForce;
}
newSolver.InitialValues = initialValues;
newSolver.ExternalForcesVector = BoundaryConditionsImposition.ReducedVector(externalForces, elementsAssembly.BoundedDOFsVector);
newSolver.LinearSolver = new LUFactorization();
newSolver.ActivateNonLinearSolution = true;
newSolver.SolveNewmark();
Tuple <Dictionary <int, double[]>, Dictionary <int, double> > solvectors = newSolver.GetResults();
int max = solvectors.Item1.OrderByDescending(m => m.Key).FirstOrDefault().Key;
elementsAssembly.UpdateDisplacements(solvectors.Item1.Single(m => m.Key == max).Value);
ShowToGUI.PlotFinalGeometry(elementsAssembly);
//newSolver.PrintExplicitSolution();
Results finalResults = new Results()
{
DynamicSolution = newSolver.explicitSolution, TimeSteps = newSolver.TimeAtEachStep, SelectedDOF = 1, SelectedInterval = 1, SolutionType = "Dynamic"
};
return(finalResults);
}
public static Results RunExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
ShowToGUI.PlotInitialGeometry(elementsAssembly);
var AccelerationVector = new double[nodesNumber * 2];
var DisplacementVector = new double[nodesNumber * 2];
var VelocityVector = new double[nodesNumber * 2];
for (int i = 1; i <= 2 * (3 * circles - 1) * steps - 1; i += 2)
{
VelocityVector[i] = -50.0;
}
InitialConditions initialValues = new InitialConditions();
initialValues.InitialAccelerationVector = BoundaryConditionsImposition.ReducedVector(AccelerationVector, elementsAssembly.BoundedDOFsVector);
initialValues.InitialDisplacementVector = BoundaryConditionsImposition.ReducedVector(DisplacementVector, elementsAssembly.BoundedDOFsVector);
initialValues.InitialVelocityVector = BoundaryConditionsImposition.ReducedVector(VelocityVector, elementsAssembly.BoundedDOFsVector);
initialValues.InitialTime = 0.0;
//ExplicitSolver newSolver = new ExplicitSolver(0.0035, 3500);
ExplicitSolver newSolver = new ExplicitSolver(0.003, 300);
newSolver.Assembler = elementsAssembly;
double[] externalForces = externalForcesStructuralVector;
foreach (var dof in loadedStructuralDOFs)
{
externalForces[dof - 1] = externalForce;
}
newSolver.InitialValues = initialValues;
newSolver.ExternalForcesVector = BoundaryConditionsImposition.ReducedVector(externalForces, elementsAssembly.BoundedDOFsVector);
newSolver.LinearSolver = new LUFactorization();
newSolver.ActivateNonLinearSolution = true;
newSolver.SolveNewmark();
Tuple <Dictionary <int, double[]>, Dictionary <int, double> > solvectors = newSolver.GetResults();
//int max = solvectors.Item1.OrderByDescending(m => m.Key).FirstOrDefault().Key;
//elementsAssembly.UpdateDisplacements(solvectors.Item1.Single(m => m.Key == max).Value);
Dictionary <int, double[]> allStepsSolutions = solvectors.Item1;
Dictionary <int, List <double[]> > stress = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > strain = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > gPoints = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > nodesStress = new Dictionary <int, List <double[]> >();
Dictionary <int, List <double[]> > nodesStrain = new Dictionary <int, List <double[]> >();
//for (int i = 1; i < allStepsSolutions.Count; i++)
for (int i = 0; i <= allStepsSolutions.Count - 1; i++)
{
elementsAssembly.UpdateDisplacements(allStepsSolutions[i]);
if (i == allStepsSolutions.Count - 1)
{
stress = elementsAssembly.GetElementsStresses(allStepsSolutions[i]);
strain = elementsAssembly.GetElementsStains(allStepsSolutions[i]);
gPoints = elementsAssembly.GetElementsGaussPoints(allStepsSolutions[i]);
nodesStress = elementsAssembly.GetElementsNodesStresses(allStepsSolutions[i]);
nodesStrain = elementsAssembly.GetElementsNodesStains(allStepsSolutions[i]);
ExportToFile.ExportMatlabFinalGeometry(elementsAssembly, BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[i], elementsAssembly.BoundedDOFsVector));
}
}
ShowToGUI.PlotFinalGeometry(elementsAssembly);
double[] fullDynamicSol1 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[200], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol2 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[210], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol3 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[220], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol4 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[230], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol5 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[240], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol6 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[250], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol7 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[260], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol8 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[270], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol9 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[280], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol10 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[285], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol11 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[290], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol12 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[291], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol13 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[292], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol14 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[293], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol15 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[294], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol16 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[295], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol17 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[296], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol18 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[297], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol19 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[298], elementsAssembly.BoundedDOFsVector);
double[] fullDynamicSol20 = BoundaryConditionsImposition.CreateFullVectorFromReducedVector(allStepsSolutions[299], elementsAssembly.BoundedDOFsVector);
VectorOperations.PrintVectorToFile(fullDynamicSol1, @"C:\Users\Public\Documents\Results1.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol2, @"C:\Users\Public\Documents\Results2.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol3, @"C:\Users\Public\Documents\Results3.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol4, @"C:\Users\Public\Documents\Results4.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol5, @"C:\Users\Public\Documents\Results5.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol6, @"C:\Users\Public\Documents\Results6.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol7, @"C:\Users\Public\Documents\Results7.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol8, @"C:\Users\Public\Documents\Results8.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol9, @"C:\Users\Public\Documents\Results9.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol10, @"C:\Users\Public\Documents\Results10.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol11, @"C:\Users\Public\Documents\Results11.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol12, @"C:\Users\Public\Documents\Results12.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol13, @"C:\Users\Public\Documents\Results13.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol14, @"C:\Users\Public\Documents\Results14.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol15, @"C:\Users\Public\Documents\Results15.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol16, @"C:\Users\Public\Documents\Results16.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol17, @"C:\Users\Public\Documents\Results17.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol18, @"C:\Users\Public\Documents\Results18.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol19, @"C:\Users\Public\Documents\Results19.dat");
VectorOperations.PrintVectorToFile(fullDynamicSol20, @"C:\Users\Public\Documents\Results20.dat");
VectorOperations.PrintDictionaryofListsofVectorsToFile(stress, @"C:\Users\Public\Documents\Stress.dat");
VectorOperations.PrintDictionaryofListsofVectorsToFile(strain, @"C:\Users\Public\Documents\Strain.dat");
VectorOperations.PrintDictionaryofListsofVectorsToFile(gPoints, @"C:\Users\Public\Documents\GaussPoints.dat");
VectorOperations.PrintDictionaryofListsofVectorsToFile(nodesStress, @"C:\Users\Public\Documents\StressNodes.dat");
VectorOperations.PrintDictionaryofListsofVectorsToFile(nodesStrain, @"C:\Users\Public\Documents\StrainNodes.dat");
//newSolver.PrintExplicitSolution();
Results finalResults = new Results()
{
DynamicSolution = newSolver.explicitSolution, TimeSteps = newSolver.TimeAtEachStep, SelectedDOF = 1, SelectedInterval = 1, SolutionType = "Dynamic"
};
return(finalResults);
}