public static Results RunExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new PCGSolver();
double[] externalForces = new double[] { 20000, 0, -25000 };
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
return(new Results());
}
public static void RunExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new CholeskyFactorization();
newSolu.NonLinearScheme = new LoadControlledNewtonRaphson();
newSolu.ActivateNonLinearSolver = true;
double[] externalForces = 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, 0, 0, 0, 0, -2000000, 0 };
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
}
public static void RunStaticExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new BiCGSTABSolver();
newSolu.NonLinearScheme = new NewtonIterations();
newSolu.ActivateNonLinearSolver = true;
newSolu.NonLinearScheme.numberOfLoadSteps = 15;
double[] externalForces = new double[] { 0, 0, 0, 0, -4 * 2200000, 0, 0, 0, 0, 0, 0, 0 };
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
}
public static Results RunStaticExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new PCGSolver();
newSolu.NonLinearScheme = new LoadControlledNewtonRaphson();
newSolu.ActivateNonLinearSolver = false;
newSolu.NonLinearScheme.numberOfLoadSteps = 10;
double[] externalForces = new double[] { 0, 0, 1e9, -1e9, 0, -1e9, 0, 0 };
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
return(new Results());
}
public static Results RunStaticExample()
{
double T0 = 1.0;
double kc = 1.0;
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new PCGSolver();
newSolu.ActivateNonLinearSolver = false;
double[] externalForces = new double[] { 0.0, 0.0, 0.0, (T0 + Math.Sqrt(3.0) * T0) * kc / 6.0, (2.0 * T0 + Math.Sqrt(3.0) * T0 + T0) * kc / 6.0, (T0 + Math.Sqrt(3.0) * T0) * kc / 6.0 };
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
double[] kati = newSolu.GetSolution();
return(new Results());
}
public void RunStaticExample()
{
IAssembly elementsAssembly = CreateAssembly();
elementsAssembly.CreateElementsAssembly();
elementsAssembly.ActivateBoundaryConditions = true;
//double[,] globalStiffnessMatrix = elementsAssembly.CreateTotalStiffnessMatrix();
ISolver newSolu = new StaticSolver();
newSolu.LinearScheme = new PCGSolver();
newSolu.NonLinearScheme = new LoadControlledNewtonRaphson();
newSolu.ActivateNonLinearSolver = true;
newSolu.NonLinearScheme.numberOfLoadSteps = 100;
double[] externalForces = new double[462];
for (int i = 441; i <= 462; i += 2)
{
externalForces[i] = -10000.0;
}
newSolu.AssemblyData = elementsAssembly;
newSolu.Solve(externalForces);
newSolu.PrintSolution();
}