static void testRref()
{
var model = StructureGenerator.Generate3DBarElementGrid(10, 10, 10);
var t = new VirtualConstraint();
t.Nodes.Add(model.Nodes[0]);
t.UseForAllLoads = true;
t.Constraint = Constraints.FixedDX;
model.MpcElements.Add(t);
CalcUtil.GenerateP_Delta_Mpc(model, LoadCase.DefaultLoadCase, new Mathh.CsparsenetQrDisplacementPermutationCalculator());
}
/// <summary>
/// Gets the stiffness center of specified <see cref="element"/>.
/// Stiffness center of rigid element.
/// </summary>
/// <param name="model"></param>
/// <param name="element"></param>
/// <returns>stiffness centers</returns>
public Point[] GetCenters(Model model, RigidElement_MPC element, LoadCase loadCase)
{
//model = model.Clone();
var perm = CalcUtil.GenerateP_Delta_Mpc(model, loadCase, new Mathh.GaussRrefFinder());
var adj = GetAdjacencyGraph(perm.Item1);
var dofGroups = CalcUtil.EnumerateGraphPartsAsGroups(adj);
//var parts=CalcUtil.
var cse_x = new LoadCase("tmp_case_x1", LoadType.Other);
var stl = new VirtualConstraint();
stl.AppliedLoadCases.Add(cse_x);
stl.Nodes.AddRange(element.Nodes);
stl.Constraint = Constraints.Fixed;
stl.Settlement = Displacement.Zero;
model.MpcElements.Add(stl);
var cnf = new SolverConfiguration(cse_x);
cnf.SolverFactory = new CholeskySolverFactory();
model.Solve_MPC(cnf);
var frc = Force.Zero;
foreach (var node in stl.Nodes)
{
var force = node.GetTotalExternalForces(cse_x);
frc += force.Move(node.Location, Point.Origins);
}
//move frc to a place without moment, only with force
{
var fx = frc.Fx;
var fy = frc.Fy;
var fz = frc.Fz;
var mx = frc.Mx;
var my = frc.My;
var mz = frc.Mz;
var fv = new Vector(fx, fy, fz);
var mv = new Vector(-mx, -my, -mz);
var f = new Matrix(4, 3);
// TODO: MAT - set values directly
f.SetRow(0, new double[] { 0, fz, -fy });
f.SetRow(1, new double[] { -fz, 0, fx });
f.SetRow(2, new double[] { fy, -fx, 0 });
f.SetRow(3, new double[] { fx, fy, fz });
var p0 = new Matrix(3, 4);
p0[0, 1] = p0[1, 2] = p0[2, 3] = 1;
var p1 = new Matrix(3, 4);
p1[0, 0] = p1[1, 2] = p1[2, 3] = 1;
var p2 = new Matrix(3, 4);
p2[0, 0] = p2[1, 1] = p2[2, 3] = 1;
var d0 = p0 * f;
var d1 = p1 * f;
var d2 = p2 * f;
var det0 = d0.Det3x3();
var det1 = d1.Det3x3();
var det2 = d2.Det3x3();
var sols = new List <Vector>();
if (det0 != 0)
{
var sol0 = (d0.Inv3x3() * mv.ToMatrix()).ToVector();
sols.Add(sol0);
}
if (det1 != 0)
{
var sol1 = (d1.Inv3x3() * mv.ToMatrix()).ToVector();
sols.Add(sol1);
}
if (det2 != 0)
{
var sol2 = (d2.Inv3x3() * mv.ToMatrix()).ToVector();
sols.Add(sol2);
}
}
throw new NotImplementedException();
}
