public static void EmbeddedEBEinMatrix_NewtonRaphson()
{
// Model creation
var model = new Model();
// Subdomains
//model.SubdomainsDictionary.Add(subdomainID, new Subdomain() { ID = 1 });
model.SubdomainsDictionary.Add(subdomainID, new Subdomain(subdomainID));
// Variables
int monitorNode = 41;
IDofType monitorDof = StructuralDof.TranslationZ;
// Choose model
EmbeddedEBEModelBuilder.EmbeddedExampleBuilder(model);
//-----------------------------------------------------------------------------------------------------------
// Model
// Choose linear equation system solver
//var solverBuilder = new SkylineSolver.Builder();
//SkylineSolver solver = solverBuilder.BuildSolver(model);
var solverBuilder = new SuiteSparseSolver.Builder();
SuiteSparseSolver solver = solverBuilder.BuildSolver(model);
// Choose the provider of the problem -> here a structural problem
var provider = new ProblemStructural(model, solver);
// Choose child analyzer -> Child: NewtonRaphsonNonLinearAnalyzer
int increments = 100;
var childAnalyzerBuilder = new LoadControlAnalyzer.Builder(model, solver, provider, increments)
{
ResidualTolerance = 1E-03, MaxIterationsPerIncrement = 10
};
LoadControlAnalyzer childAnalyzer = childAnalyzerBuilder.Build();
// Choose parent analyzer -> Parent: Static
var parentAnalyzer = new StaticAnalyzer(model, solver, provider, childAnalyzer);
// Request output
string outputFile = outputDirectory + "\\CNT-Embedded-3D_Results.txt";
var logger = new TotalLoadsDisplacementsPerIncrementLog(model.SubdomainsDictionary[subdomainID], increments,
model.NodesDictionary[monitorNode], monitorDof, outputFile);
childAnalyzer.IncrementalLogs.Add(subdomainID, logger);
// Run the analysis
parentAnalyzer.Initialize();
parentAnalyzer.Solve();
// Create Paraview File
var paraview = new ParaviewEmbedded3D(model, solver.LinearSystems[0].Solution, "test");
paraview.CreateParaviewFile();
}
public static void EmbeddedEBEinMatrix_DisplacementControl()
{
// Model creation
var model = new Model();
// Subdomains
//model.SubdomainsDictionary.Add(subdomainID, new Subdomain() { ID = 1 });
model.SubdomainsDictionary.Add(subdomainID, new Subdomain(subdomainID));
// Variables
int monitorNode = 161;
IDofType monitorDof = StructuralDof.TranslationZ;
// Choose model
EmbeddedEBEModelBuilder.EmbeddedExampleBuilder(model);
//-----------------------------------------------------------------------------------------------------------
// Model
// Choose linear equation system solver
//var solverBuilder = new SkylineSolver.Builder();
//SkylineSolver solver = solverBuilder.BuildSolver(model);
var solverBuilder = new SuiteSparseSolver.Builder();
SuiteSparseSolver solver = solverBuilder.BuildSolver(model);
// Choose the provider of the problem -> here a structural problem
var provider = new ProblemStructural(model, solver);
// Choose child analyzer -> Child: DisplacementControl
var subdomainUpdaters = new[] { new NonLinearSubdomainUpdater(model.SubdomainsDictionary[subdomainID]) };
int increments = 100;
var childAnalyzerBuilder = new DisplacementControlAnalyzer.Builder(model, solver, provider, increments);
DisplacementControlAnalyzer childAnalyzer = childAnalyzerBuilder.Build();
// Choose parent analyzer -> Parent: Static
var parentAnalyzer = new StaticAnalyzer(model, solver, provider, childAnalyzer);
// Request output
string outputFile = outputDirectory + "\\CNT-Embedded-3D_Results.txt";
var logger = new TotalLoadsDisplacementsPerIncrementLog(model.SubdomainsDictionary[subdomainID], increments,
model.NodesDictionary[monitorNode], monitorDof, outputFile);
childAnalyzer.IncrementalLogs.Add(subdomainID, logger);
// Run the analysis
parentAnalyzer.Initialize();
parentAnalyzer.Solve();
}
