public void WorkControlSolverWithoutDefinedWorkLaunchesException()
{
//Given
Vector <double> Reaction(Vector <double> u) => new DenseVector(2);
Matrix <double> Stiffness(Vector <double> u) => new DenseMatrix(2, 2);
Vector <double> initialLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
Vector <double> initialDisplacement = new DenseVector(2);
double initialLoadFactor = 1;
Vector <double> referenceLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
bool exceptionLaunched = false;
try {
// When
SolverND solverNd = SolverND.NdBuilder
.Solve(2, Reaction, Stiffness)
.Under(referenceLoad)
.WithInitialConditions(initialLoadFactor, initialLoad, initialDisplacement)
.UsingWorkControlScheme(0)
.Build( );
} catch (Exception) {
// Then
//Assert.AreEqual ( Strings.WorkIncrementMustBeDefined, e.Message );
exceptionLaunched = true;
}
Assert.IsTrue(exceptionLaunched);
}
public void StandardSolverWithoutReactionLaunchesException()
{
//Given
Vector <double> initialLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
Vector <double> initialDisplacement = new DenseVector(2);
double initialLoadFactor = 1;
Vector <double> referenceLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
double dispTol = 1e-3;
double eqTol = 1e-3;
double enTol = 1e-3;
double dlambda = 0.1;
bool exceptionLaunched = false;
try {
// When
SolverND solverNd = SolverND.NdBuilder
.Under(referenceLoad)
.WithInitialConditions(initialLoadFactor, initialLoad, initialDisplacement)
.UntilTolerancesReached(dispTol, eqTol, enTol)
.UsingStandardNewtonRaphsonScheme(dlambda)
.Build( );
} catch (Exception) {
// Then
exceptionLaunched = true;
}
Assert.IsTrue(exceptionLaunched);
}
public SolverNdBuilderStructure(int degreesOfFreedom, SolverND solverNd, Func <Vector <double>, Vector <double> > structure, Func <Vector <double>, Matrix <double> > stiffness)
{
SolverNd = solverNd;
SolverNd.State = new LoadState(0, new DenseVector(degreesOfFreedom));
SolverNd.Info = new StructureInfo {
InitialLoad = new DenseVector(degreesOfFreedom),
Reaction = structure,
ReferenceLoad = new DenseVector(degreesOfFreedom),
Stiffness = stiffness,
};
SolverNd.Info.Reaction = structure;
}
public void AngleArcLengthSolverIsCorrectlyBuild()
{
//Given
Vector <double> Reaction(Vector <double> u) => new DenseVector(2);
Matrix <double> Stiffness(Vector <double> u) => new DenseMatrix(2, 2);
Vector <double> initialLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
Vector <double> initialDisplacement = new DenseVector(2);
double initialLoadFactor = 1;
Vector <double> referenceLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
double dispTol = 1e-3;
double eqTol = 1e-3;
double enTol = 1e-3;
double radius = 1;
double beta = 100;
int maxIter = 10;
// When
SolverND solverNd = SolverND.NdBuilder
.Solve(2, Reaction, Stiffness)
.Under(referenceLoad)
.WithInitialConditions(initialLoadFactor, initialLoad, initialDisplacement)
.UntilTolerancesReached(dispTol, eqTol, enTol)
.WithMaximumCorrectionIterations(maxIter)
.UsingArcLengthScheme(radius)
.NormalizeLoadWith(beta)
.WithAngleMethodInCorrectionPhase( )
.Build( );
// Then
Assert.AreEqual(referenceLoad, solverNd.Info.ReferenceLoad);
Assert.AreEqual(initialLoad, solverNd.Info.InitialLoad);
Assert.AreEqual((Func <Vector <double>, Matrix <double> >)Stiffness, solverNd.Info.Stiffness);
Assert.AreEqual((Func <Vector <double>, Vector <double> >)Reaction, solverNd.Info.Reaction);
Assert.AreEqual(initialLoadFactor, solverNd.State.Lambda);
Assert.AreEqual(initialDisplacement, solverNd.State.Displacement);
Assert.AreEqual(typeof(CorrectionSchemeArcLength), solverNd.Corrector.Scheme.GetType( ));
CorrectionSchemeArcLength scheme = (CorrectionSchemeArcLength)solverNd.Corrector.Scheme;
Assert.AreEqual(typeof(AngleMethod), scheme.DisplacementChooser.GetType( ));
Assert.AreEqual(maxIter, solverNd.Corrector.MaximumIterations);
}
public void WorkControlSolverIsCorrectlyBuild()
{
//Given
Vector <double> Reaction(Vector <double> u) => new DenseVector(2);
Matrix <double> Stiffness(Vector <double> u) => new DenseMatrix(2, 2);
Vector <double> initialLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
Vector <double> initialDisplacement = new DenseVector(2);
double initialLoadFactor = 1;
Vector <double> referenceLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
double dispTol = 1e-3;
double eqTol = 1e-3;
double enTol = 1e-3;
double w = 1;
int maxIter = 10;
// When
SolverND solverNd = SolverND.NdBuilder
.Solve(2, Reaction, Stiffness)
.Under(referenceLoad)
.WithInitialConditions(initialLoadFactor, initialLoad, initialDisplacement)
.UntilTolerancesReached(dispTol, eqTol, enTol)
.UsingWorkControlScheme(w)
.WithMaximumCorrectionIterations(maxIter)
.Build( );
// Then
Assert.AreEqual(referenceLoad, solverNd.Info.ReferenceLoad);
Assert.AreEqual(initialLoad, solverNd.Info.InitialLoad);
Assert.AreEqual((Func <Vector <double>, Matrix <double> >)Stiffness, solverNd.Info.Stiffness);
Assert.AreEqual((Func <Vector <double>, Vector <double> >)Reaction, solverNd.Info.Reaction);
Assert.AreEqual(initialLoadFactor, solverNd.State.Lambda);
Assert.AreEqual(initialDisplacement, solverNd.State.Displacement);
Assert.AreEqual(typeof(CorrectionSchemeWorkControl), solverNd.Corrector.Scheme.GetType( ));
CorrectionSchemeWorkControl scheme = (CorrectionSchemeWorkControl)solverNd.Corrector.Scheme;
Assert.AreEqual(w, scheme.WorkIncrement);
Assert.AreEqual(maxIter, solverNd.Corrector.MaximumIterations);
}
public void StandardSolverWithoutDefinedStopConditionsHasDefaultStopConditions()
{
//Given
Vector <double> Reaction(Vector <double> u) => new DenseVector(2);
Matrix <double> Stiffness(Vector <double> u) => new DenseMatrix(2, 2);
Vector <double> initialLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
Vector <double> initialDisplacement = new DenseVector(2);
double initialLoadFactor = 1;
Vector <double> referenceLoad = new DenseVector(2)
{
[0] = 1, [1] = 1
};
double dlambda = 0.1;
// When
SolverND solverNd = SolverND.NdBuilder
.Solve(2, Reaction, Stiffness)
.Under(referenceLoad)
.WithInitialConditions(initialLoadFactor, initialLoad, initialDisplacement)
.UsingStandardNewtonRaphsonScheme(dlambda)
.Build( );
// Then
Assert.AreEqual(50, solverNd.Corrector.MaximumIterations);
bool allVerify = new[] { 1e-3, 1e-3, 1e-3 }
.Select((tol, index) => new {
ExpectedTolerance = tol,
Tolerance = solverNd.Corrector.Tolerances[index]
})
.All(tol => tol.ExpectedTolerance == tol.Tolerance);
Assert.IsTrue(allVerify);
}
public SolverNdBuilderIncrementalLoad(SolverND solverNd, Vector <double> referenceLoad)
{
SolverNd = solverNd;
SolverNd.Info.ReferenceLoad = referenceLoad;
}
