public static void PrintSystemInfo(FESystem sys)
{
Console.Write(sys.Model.ModelInfo());
Console.Write(sys.MatrixInfo());
Console.Write(sys.SolvingInfo());
Console.WriteLine();
}
//public static void TestRollerSupport()
//{
// List<Node> nds = new List<Node>();
// List<Element> elems = new List<Element>();
// nds.Add(new Node(3, 1));
// nds.Add(new Node(3, 0));
// nds.Add(new Node(2, 1));
// nds.Add(new Node(2, 0));
// nds.Add(new Node(0, 1));
// nds.Add(new Node(1, 1));
// nds.Add(new Node(1, 0));
// nds.Add(new Node(0, 0));
// nds.Add(new Node(3, 2));
// nds.Add(new Node(2, 2));
// nds.Add(new Node(0, 2));
// nds.Add(new Node(1, 2));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[2], nds[0], nds[1], nds[3] }, new Material(1.0, 0.3)));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[5], nds[2], nds[3], nds[6] }, new Material(1.0, 0.3)));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[4], nds[5], nds[6], nds[7] }, new Material(1.0, 0.3)));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[9], nds[8], nds[0], nds[2] }, new Material(1.0, 0.3)));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[11], nds[9], nds[2], nds[5] }, new Material(1.0, 0.3)));
// elems.Add(new Quadrilateral(new List<Node>(4) { nds[10], nds[11], nds[5], nds[4] }, new Material(1.0, 0.3)));
// Model model = new Model(2, nds, elems,
// new List<Load>(1) { new Load(11, new Vector2D(0.0, -1.0)) },
// new List<Support>(2) { new Support(7, SupportType.Fixed), new Support(1, SupportType.Fixed) });
// FESystem sys = new FESystem(model, Solver.SimplicialLLT, false, false);
// Console.Write(sys.Model.ModelInfo());
// sys.Initialize();
// Console.Write(sys.MatrixInfo());
// var KG = sys.GetKG();
// sys.Solve();
// //FEIO.WriteKG(KG, "E:\\testKG.mtx", false);
// Console.Write(sys.SolvingInfo());
// Console.Write(sys.DisplacementInfo());
//}
public static void Test()
{
Model model2d = new Cantilever2D(ElementType.PixelElement, 1000, 1000).Model;
Console.WriteLine("Read Model Successfully!");
FESystem sys0 = new FESystem(model2d, Solver.PARDISO);
sys0.Initialize();
Console.WriteLine("Start to solve");
sys0.Solve();
//FEIO.WriteKG(sys0.GetKG(), "E:/test/test.mtx", true);
Console.Write(sys0.Model.ModelInfo());
Console.Write(sys0.MatrixInfo());
Console.Write(sys0.SolvingInfo());
//Console.WriteLine("Node Displacement 0: "+ sys0.Model.Nodes[0].Displacement);
//Console.WriteLine("Node Displacement 9999: "+ sys0.Model.Nodes[9999].Displacement);
//Console.Write(sys0.DisplacementInfo());
//FEIO.WriteKG(sys0.GetKG(), "E:\\ALCoding\\ALFE\\topoptTest");
Console.ReadLine();
}