private static void Main()
/****************************************************************************80
* //
* // Purpose:
* //
* // MAIN is the main program for FEM2D_POISSON_RECTANGLE.
* //
* // Discussion:
* //
* // FEM2D_POISSON_RECTANGLE solves
* //
* // -Laplacian U(X,Y) = F(X,Y)
* //
* // in a rectangular region in the plane. Along the boundary,
* // Dirichlet boundary conditions are imposed.
* //
* // U(X,Y) = G(X,Y)
* //
* // The code uses continuous piecewise quadratic basis functions on
* // triangles determined by a uniform grid of NX by NY points.
* //
* // Licensing:
* //
* // This code is distributed under the GNU LGPL license.
* //
* // Modified:
* //
* // 23 September 2008
* //
* // Author:
* //
* // John Burkardt
* //
* // Local parameters:
* //
* // Local, double A[(3*IB+1)*NUNK], the coefficient matrix.
* //
* // Local, double ELEMENT_AREA[ELEMENT_NUM], the area of each element.
* //
* // Local, double C[NUNK], the finite element coefficients, solution of A * C = F.
* //
* // Local, double EH1, the H1 seminorm error.
* //
* // Local, double EL2, the L2 error.
* //
* // Local, int ELEMENT_NODE[ELEMENT_NUM*NNODES]; ELEMENT_NODE(I,J) is the
* // global node index of the local node J in element I.
* //
* // Local, int ELEMENT_NUM, the number of elements.
* //
* // Local, double F[NUNK], the right hand side.
* //
* // Local, int IB, the half-bandwidth of the matrix.
* //
* // Local, int INDX[NODE_NUM], gives the index of the unknown quantity
* // associated with the given node.
* //
* // Local, int NNODES, the number of nodes used to form one element.
* //
* // Local, double NODE_XY[2*NODE_NUM], the X and Y coordinates of nodes.
* //
* // Local, int NQ, the number of quadrature points used for assembly.
* //
* // Local, int NUNK, the number of unknowns.
* //
* // Local, int NX, the number of points in the X direction.
* //
* // Local, int NY, the number of points in the Y direction.
* //
* // Local, double WQ[NQ], quadrature weights.
* //
* // Local, double XL, XR, YB, YT, the X coordinates of
* // the left and right sides of the rectangle, and the Y coordinates
* // of the bottom and top of the rectangle.
* //
* // Local, double XQ[NQ*ELEMENT_NUM], YQ[NQ*ELEMENT_NUM], the X and Y
* // coordinates of the quadrature points in each element.
*/
{
const int NNODES = 6;
const int NQ = 3;
const int NX = 7;
const int NY = 7;
const int ELEMENT_NUM = (NX - 1) * (NY - 1) * 2;
const int NODE_NUM = (2 * NX - 1) * (2 * NY - 1);
double eh1 = 0;
double el2 = 0;
double[] element_area = new double[ELEMENT_NUM];
int[] element_node = new int[NNODES * ELEMENT_NUM];
int[] indx = new int[NODE_NUM];
const string node_eps_file_name = "fem2d_poisson_rectangle_nodes.eps";
const string node_txt_file_name = "fem2d_poisson_rectangle_nodes.txt";
double[] node_xy = new double[2 * NODE_NUM];
int nunk = 0;
const string solution_txt_file_name = "fem2d_poisson_rectangle_solution.txt";
const string triangulation_eps_file_name = "fem2d_poisson_rectangle_elements.eps";
const string triangulation_txt_file_name = "fem2d_poisson_rectangle_elements.txt";
double[] wq = new double[NQ];
const double xl = 0.0E+00;
double[] xq = new double[NQ * ELEMENT_NUM];
const double xr = 1.0E+00;
const double yb = 0.0E+00;
double[] yq = new double[NQ * ELEMENT_NUM];
const double yt = 1.0E+00;
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine("");
Console.WriteLine(" Solution of the Poisson equation on a unit box");
Console.WriteLine(" in 2 dimensions.");
Console.WriteLine("");
Console.WriteLine(" - Uxx - Uyy = F(x,y) in the box");
Console.WriteLine(" U(x,y) = G(x,y) on the boundary.");
Console.WriteLine("");
Console.WriteLine(" The finite element method is used, with piecewise");
Console.WriteLine(" quadratic basis functions on 6 node triangular");
Console.WriteLine(" elements.");
Console.WriteLine("");
Console.WriteLine(" The corner nodes of the triangles are generated by an");
Console.WriteLine(" underlying grid whose dimensions are");
Console.WriteLine("");
Console.WriteLine(" NX = " + NX + "");
Console.WriteLine(" NY = " + NY + "");
Console.WriteLine("");
Console.WriteLine(" Number of nodes = " + NODE_NUM + "");
Console.WriteLine(" Number of elements = " + ELEMENT_NUM + "");
//
// Set the coordinates of the nodes.
//
XY.xy_set(NX, NY, NODE_NUM, xl, xr, yb, yt, ref node_xy);
//
// Organize the nodes into a grid of 6-node triangles.
//
Grid.grid_t6(NX, NY, NNODES, ELEMENT_NUM, ref element_node);
//
// Set the quadrature rule for assembly.
//
QuadratureRule.quad_a(node_xy, element_node, ELEMENT_NUM, NODE_NUM,
NNODES, ref wq, ref xq, ref yq);
//
// Determine the areas of the elements.
//
Element.area_set(NODE_NUM, node_xy, NNODES, ELEMENT_NUM,
element_node, element_area);
//
// Determine which nodes are boundary nodes and which have a
// finite element unknown. Then set the boundary values.
//
Burkardt.FEM.Boundary.indx_set(NX, NY, NODE_NUM, ref indx, ref nunk);
Console.WriteLine(" Number of unknowns = " + nunk + "");
//
// Determine the bandwidth of the coefficient matrix.
//
int ib = Matrix.bandwidth(NNODES, ELEMENT_NUM, element_node, NODE_NUM, indx);
Console.WriteLine("");
Console.WriteLine(" Total bandwidth is " + 3 * ib + 1 + "");
switch (NX)
{
//
// Make an EPS picture of the nodes.
//
case <= 10 when NY <= 10:
bool node_label = true;
typeMethods.nodes_plot(node_eps_file_name, NODE_NUM, node_xy, node_label);
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Wrote an EPS file");
Console.WriteLine(" \"" + node_eps_file_name + "\".");
Console.WriteLine(" containing a picture of the nodes.");
break;
}
//
// Write the nodes to an ASCII file that can be read into MATLAB.
//
typeMethods.nodes_write(NODE_NUM, node_xy, node_txt_file_name);
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Wrote an ASCII node file");
Console.WriteLine(" " + node_txt_file_name + "");
Console.WriteLine(" of the form");
Console.WriteLine(" X(I), Y(I)");
Console.WriteLine(" which can be used for plotting.");
switch (NX)
{
//
// Make a picture of the elements.
//
case <= 10 when NY <= 10:
int node_show = 1;
int triangle_show = 2;
Plot.triangulation_order6_plot(triangulation_eps_file_name, NODE_NUM,
node_xy, ELEMENT_NUM, element_node, node_show, triangle_show);
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Wrote an EPS file");
Console.WriteLine(" \"" + triangulation_eps_file_name + "\".");
Console.WriteLine(" containing a picture of the elements.");
break;
}
//
// Write the elements to a file that can be read into MATLAB.
//
Element.element_write(NNODES, ELEMENT_NUM, element_node,
triangulation_txt_file_name);
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Wrote an ASCII element file");
Console.WriteLine(" \"" + triangulation_txt_file_name + "\".");
Console.WriteLine(" of the form");
Console.WriteLine(" Node(1) Node(2) Node(3) Node(4) Node(5) Node(6)");
Console.WriteLine(" which can be used for plotting.");
//
// Allocate space for the coefficient matrix A and right hand side F.
//
double[] a = new double[(3 * ib + 1) * nunk];
double[] f = new double[nunk];
int[] pivot = new int[nunk];
//
// Assemble the coefficient matrix A and the right-hand side F of the
// finite element equations.
//
Matrix.assemble(NODE_NUM, node_xy, NNODES,
ELEMENT_NUM, element_node, NQ,
wq, xq, yq, element_area, indx, ib, nunk, ref a, ref f);
//
// Print a tiny portion of the matrix.
//
Matrix.dgb_print_some(nunk, nunk, ib, ib, a, 1, 1, 5, 5,
" Initial 5 x 5 block of coefficient matrix A:");
typeMethods.r8vec_print_some(nunk, f, 10, " Part of the right hand side F:");
//
// Modify the coefficient matrix and right hand side to account for
// boundary conditions.
//
Burkardt.FEM.Boundary.boundary(NX, NY, NODE_NUM, node_xy, indx, ib, nunk, ref a, ref f, exact);
//
// Print a tiny portion of the matrix.
//
Matrix.dgb_print_some(nunk, nunk, ib, ib, a, 1, 1, 5, 5,
" A after boundary adjustment:");
typeMethods.r8vec_print_some(nunk, f, 10, " F after boundary adjustment:");
//
// Solve the linear system using a banded solver.
//
int ierr = Matrix.dgb_fa(nunk, ib, ib, ref a, ref pivot);
if (ierr != 0)
{
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE - Error!");
Console.WriteLine(" DGB_FA returned an error condition.");
Console.WriteLine("");
Console.WriteLine(" The linear system was not factored, and the");
Console.WriteLine(" algorithm cannot proceed.");
return;
}
int job = 0;
double[] c = Matrix.dgb_sl(nunk, ib, ib, a, pivot, f, job);
typeMethods.r8vec_print_some(nunk, c, 10, " Part of the solution vector:");
//
// Calculate error using 13 point quadrature rule.
//
QuadratureRule.errors(element_area, element_node, indx, node_xy, c,
ELEMENT_NUM, NNODES, nunk, NODE_NUM, ref el2, ref eh1, exact);
//
// Compare the exact and computed solutions just at the nodes.
//
typeMethods.compare(NODE_NUM, node_xy, indx, nunk, c, exact);
//
// Write an ASCII file that can be read into MATLAB.
//
typeMethods.solution_write(c, indx, NODE_NUM, nunk, solution_txt_file_name,
node_xy, exact);
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Wrote an ASCII solution file");
Console.WriteLine(" " + solution_txt_file_name + "");
Console.WriteLine(" of the form");
Console.WriteLine(" U( X(I), Y(I) )");
Console.WriteLine(" which can be used for plotting.");
Console.WriteLine("");
Console.WriteLine("FEM2D_POISSON_RECTANGLE:");
Console.WriteLine(" Normal end of execution.");
Console.WriteLine("");
}