static void TestIssue22()
{
var model = new BriefFiniteElementNet.Model();
var n1 = new Node(-1, 0, 0)
{
Label = "n1", Constraints = BriefFiniteElementNet.Constraints.MovementFixed & BriefFiniteElementNet.Constraints.FixedRX
};
var n2 = new Node(1, 0, 0)
{
Label = "n2", Constraints = BriefFiniteElementNet.Constraints.MovementFixed
};
var loadPositionX = 0.5;
var e1 = new BarElement(n1, n2)
{
Label = "e1"
};
e1.Section = new BriefFiniteElementNet.Sections.UniformGeometric1DSection(SectionGenerator.GetRectangularSection(0.1d, 0.2d));
e1.Material = BriefFiniteElementNet.Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3);
model.Nodes.Add(n1, n2);
model.Elements.Add(e1);
var force = new Force(0, 1, 1, 0, 0, 0);
var elementLoad = new BriefFiniteElementNet.Loads.ConcentratedLoad
{
CoordinationSystem = CoordinationSystem.Global,
Force = force,
ForceIsoLocation = new IsoPoint(loadPositionX)
};
e1.Loads.Add(elementLoad);
model.Solve();
var eqv = e1.GetGlobalEquivalentNodalLoads(elementLoad);
var data =
e1.GetExactInternalForceAt(-0.99999999999);
//e1.GetInternalForceAt(-0.99999999999);
var func = new Func <double, double>(xi => e1.GetExactInternalForceAt(xi).My);
FunctionVisualizer.VisualizeInNewWindow(func, -1 + 1e-10, 1 - 1e-10, 100);
}
public static void SingleSpanBeamWithOverhang()
{
var model = new BriefFiniteElementNet.Model();
var pin = new Constraint(dx: DofConstraint.Fixed, dy: DofConstraint.Fixed, dz: DofConstraint.Fixed, rx: DofConstraint.Fixed, ry: DofConstraint.Fixed, rz: DofConstraint.Released);
Node n1, n2;
model.Nodes.Add(n1 = new Node(x: 0.0, y: 0.0, z: 0.0)
{
Constraints = pin
});
model.Nodes.Add(n2 = new Node(x: 10.0, y: 0.0, z: 0.0)
{
Constraints = pin
});
var elm1 = new BarElement(n1, n2);
model.Elements.Add(elm1);
elm1.Section = new BriefFiniteElementNet.Sections.UniformParametric1DSection(a: 0.01, iy: 8.3e-6, iz: 8.3e-6, j: 16.6e-6); //section's second area moments Iy and Iz = 8.3*10^-6, area = 0.01
elm1.Material = BriefFiniteElementNet.Materials.UniformIsotropicMaterial.CreateFromYoungPoisson(210e9, 0.3); //Elastic mudule is 210e9 and poisson ratio is 0.3
var frc = new Force();
frc.Fz = 1000;// 1kN force in Z direction
var elementLoad = new BriefFiniteElementNet.Loads.ConcentratedLoad();
elementLoad.CoordinationSystem = CoordinationSystem.Local;
elementLoad.Force = frc;
elementLoad.ForceIsoLocation = new IsoPoint(0);
//frc, 5, CoordinationSystem.Local);
elm1.Loads.Add(elementLoad); //is this possible?
model.Solve_MPC(); //crashes here
var val = elm1.GetExactInternalForceAt(-0.25);
var d2 = n2.GetNodalDisplacement();
}
