private void Button2_Click(object sender, EventArgs e)
{
//trnglRepository = new StlTriangularRepository<string>();
tetrahedralRepository = new StlTetrahedralRepository <string>();
trinagleRepository = new StlTriangularRepository2 <string>();
List <List <Triangle> > vertebras = new List <List <Triangle> >();
List <Triangle> myvertebra = new List <Triangle>();
myvertebra = ReadVertebra(1, "Vertebras/st1/");
vertebras.Add(myvertebra);
//vertebras.Add(ReadVertebra(1, "Vertebras/st2/"));
//int countVertebras = 5;
//for (int i = 2; i <= countVertebras; i++)
//{
// vertebras.Add(ReadVertebra(i, "Vertebras/st2/"));
//}
List <Triangle> allVertebras = new List <Triangle>();
vertebras.ForEach(trngls => allVertebras.AddRange(trngls));
double shiftX = Math.Abs(allVertebras.Min(tngl => tngl.Center.X));
double shiftY = Math.Abs(allVertebras.Min(tngl => tngl.Center.Y));
double shiftZ = Math.Abs(allVertebras.Min(tngl => tngl.Center.Z));
double minX = allVertebras.Min(tngl => tngl.Center.X);
double minY = allVertebras.Min(tngl => tngl.Center.Y);
double minZ = allVertebras.Min(tngl => tngl.Center.Z);
double maxX = allVertebras.Max(tngl => tngl.Center.X);
double maxY = allVertebras.Max(tngl => tngl.Center.Y);
double maxZ = allVertebras.Max(tngl => tngl.Center.Z);
double avX = (minX + maxX) / 2.0;
double avY = (minY + maxY) / 2.0;
double lenght = maxX - minX;
double width = maxY - minY;
width = (lenght > width) ? lenght : width;
double height = maxZ - minZ;
ShiftModel(ref vertebras, shiftX, shiftY, shiftZ);
//ShiftModel(ref disks, shiftX, shiftY, shiftZ);
toolStripStatusLabel1.Text = $"Генерация конечно-элементной сетки...";
this.Refresh();
FeModel scene = GenerateTetrahedralModel(width, height + STEP_HEIGHT, STEP_WIDTH, STEP_HEIGHT, VERTEBRA_MATERIAL_ID);
model = GetGeneralModelFromScene(scene, vertebras);
var aaaaaa = model.Triangles;
var bbbbbb = model.Tetrahedrons;
//load = new Force(SelectedSide.TOP, new Node((int)avX, (int)avY, maxZ - 10), forceValue, true, model.Triangles);
toolStripStatusLabel1.Text = $"Учет граничных условий и внешних нагрузок...";
this.Refresh();
//load = new Force(SelectedSide.TOP, new Node((int)avY, (int)avX, maxZ - 10), forceValue, true, model.Triangles);
//load = new Pressure(SelectedSide.TOP, new Node((int)avX, (int)avY, maxZ - 10), forceValue, true, model.Triangles);
//load = new ConcentratedForce(SelectedSide.TOP, forceValue, true, model.Nodes, height / 10.0);
load = new Force(SelectedSide.TOP, forceValue, true, model.Nodes, height / 18.0);
conditions = new VolumeBoundaryCondition(SelectedSide.BOTTOM, model.Nodes, height / 20.0);
//conditions = new VolumeBoundaryCondition(SelectedSide.BOTTOM, new Node((int)avX, (int)avY, minZ), model.Triangles);
tetrahedralRepository.Create(model.Id + "in", model.Tetrahedrons);
int concentratedIndex = load.LoadVectors.FirstOrDefault().Key;
int step = (int)(STEP_HEIGHT / 4.0);
Node tmpNode = model.Nodes.FirstOrDefault(nd => nd.GlobalIndex == concentratedIndex);
List <Node> nearNodes = new List <Node>(model.Nodes.Where(nd =>
(nd.X > model.Nodes[concentratedIndex].X - step && nd.X < model.Nodes[concentratedIndex].X + step) &&
(nd.Y > model.Nodes[concentratedIndex].Y - step && nd.Y < model.Nodes[concentratedIndex].Y + step) &&
(nd.Z > model.Nodes[concentratedIndex].Z - step && nd.Z < model.Nodes[concentratedIndex].Z + step))
.ToList());
nearNodes.Remove(tmpNode);
concentratedIndex = TrueIndexOfCenter(concentratedIndex, nearNodes, 0);
if (concentratedIndex != load.LoadVectors.FirstOrDefault().Key)
{
LoadVector vector = new LoadVector(load.LoadVectors.FirstOrDefault().Value.Value, VectorDirection.Z);
load.LoadVectors.Clear();
load.LoadVectors.Add(concentratedIndex, vector);
}
//trnglRepository.Create(model.Id + "in", model.Triangles);
//trnglRepository.Create(model.Id + "load", ((Force)load).LoadedTriangles);
//trnglRepository.Create(model.Id + "fix", ((VolumeBoundaryCondition)conditions).FixedTriangles);
solver = new StressStrainSparseMatrix(model);
solution = new StaticMechanicSparseSolution(solver, model);
var begin = DateTime.Now;
solution.Solve(TypeOfFixation.RIGID, conditions, load);
TimeSpan endSolve = DateTime.Now - begin;
double[] results = solution.Results;
toolStripStatusLabel1.Text = $"Расчет завершен.";
this.Refresh();
using (StreamWriter writer = new StreamWriter("results.txt"))
{
writer.WriteLine($"Total time solving SLAE: {endSolve.TotalSeconds} sec.");
writer.WriteLine();
double max = solution.Results[2];
for (int i = 2; i < solution.Results.Length; i += 3)
{
if (Math.Abs(solution.Results[i]) > Math.Abs(max))
{
max = solution.Results[i];
}
}
writer.WriteLine($"Max deformation: {max} mm.");
writer.WriteLine();
for (int i = 0; i < solution.Results.Length; i++)
{
writer.WriteLine(solution.Results[i]);
}
}
TotalEpure(model.Nodes, solution.Results, "TotalEpureSpine");
List <Tetrahedron> outList = ApplyResultsToTetrahedrons(results);
List <Node> nodlist = ApplyResultsToGenList(results);
tetrahedralRepository.Create(model.Id + "out", outList);
tetrahedralRepository.Create2(model.Id + "out2", outList);
trinagleRepository.Create2(model.Id + "out3", myvertebra, nodlist);
lastname = model.Id + "out3.stl";
lastname_fullpath = Environment.CurrentDirectory + "\\" + lastname;
MessageBox.Show($"Total time solving SLAE: {endSolve.TotalSeconds} sec.");
//Process.Start("notepad.exe", "results.txt");
}
