int main(int argc, char* argv[])
{
// Load the mesh.
Mesh mesh;
H2DReader mloader;
mloader.load("../domain.mesh", &mesh);
// Perform uniform mesh refinement.
mesh.refine_all_elements();
// Initialize boundary conditions.
DefaultEssentialBCConst zero_disp(BDY_1, 0.0);
EssentialBCs bcs(&zero_disp);
// Create x- and y- displacement space using the default H1 shapeset.
H1Space u1_space(&mesh, &bcs, P_INIT);
H1Space u2_space(&mesh, &bcs, P_INIT);
info("ndof = %d.", Space::get_num_dofs(Hermes::vector<Space *>(&u1_space, &u2_space)));
// Initialize the weak formulation.
CustomWeakFormLinearElasticity wf(E, nu, rho*g1, BDY_3, f0, f1);
// Testing n_dof and correctness of solution vector
// for p_init = 1, 2, ..., 10
int success = 1;
Solution xsln, ysln;
for (int p_init = 1; p_init <= 10; p_init++) {
printf("********* p_init = %d *********\n", p_init);
u1_space.set_uniform_order(p_init);
u2_space.set_uniform_order(p_init);
// Initialize the FE problem.
bool is_linear = true;
DiscreteProblem dp(&wf, Hermes::vector<Space *>(&u1_space, &u2_space), is_linear);
// Set up the solver, matrix, and rhs according to the solver selection.
SparseMatrix* matrix = create_matrix(matrix_solver);
Vector* rhs = create_vector(matrix_solver);
Solver* solver = create_linear_solver(matrix_solver, matrix, rhs);
// Initialize the solutions.
Solution u1_sln, u2_sln;
// Assemble the stiffness matrix and right-hand side vector.
info("Assembling the stiffness matrix and right-hand side vector.");
dp.assemble(matrix, rhs);
// Solve the linear system and if successful, obtain the solutions.
info("Solving the matrix problem.");
if(solver->solve())
Solution::vector_to_solutions(solver->get_solution(), Hermes::vector<Space *>(&u1_space, &u2_space),
Hermes::vector<Solution *>(&u1_sln, &u2_sln));
else
error ("Matrix solver failed.\n");
int ndof = Space::get_num_dofs(Hermes::vector<Space *>(&u1_space, &u2_space));
printf("ndof = %d\n", ndof);
double sum = 0;
for (int i=0; i < ndof; i++) sum += solver->get_solution()[i];
printf("coefficient sum = %g\n", sum);
// Actual test. The values of 'sum' depend on the
// current shapeset. If you change the shapeset,
// you need to correct these numbers.
if (p_init == 1 && fabs(sum - 3.50185e-06) > 1e-3) success = 0;
if (p_init == 2 && fabs(sum - 4.34916e-06) > 1e-3) success = 0;
if (p_init == 3 && fabs(sum - 4.60553e-06) > 1e-3) success = 0;
if (p_init == 4 && fabs(sum - 4.65616e-06) > 1e-3) success = 0;
if (p_init == 5 && fabs(sum - 4.62893e-06) > 1e-3) success = 0;
if (p_init == 6 && fabs(sum - 4.64336e-06) > 1e-3) success = 0;
if (p_init == 7 && fabs(sum - 4.63724e-06) > 1e-3) success = 0;
if (p_init == 8 && fabs(sum - 4.64491e-06) > 1e-3) success = 0;
if (p_init == 9 && fabs(sum - 4.64582e-06) > 1e-3) success = 0;
if (p_init == 10 && fabs(sum - 4.65028e-06) > 1e-3) success = 0;
}
if (success == 1) {
printf("Success!\n");
return ERR_SUCCESS;
}
else {
printf("Failure!\n");
return ERR_FAILURE;
}
}
int main(int argc, char* argv[])
{
// Time measurement.
TimePeriod cpu_time;
cpu_time.tick();
// Load the mesh.
Mesh u1_mesh, u2_mesh;
MeshReaderH2D mloader;
mloader.load("bracket.mesh", &u1_mesh);
// Initial mesh refinements.
u1_mesh.refine_element_id(1);
u1_mesh.refine_element_id(4);
// Create initial mesh for the vertical displacement component.
// This also initializes the multimesh hp-FEM.
u2_mesh.copy(&u1_mesh);
// Initialize boundary conditions.
DefaultEssentialBCConst<double> zero_disp(BDY_RIGHT, 0.0);
EssentialBCs<double> bcs(&zero_disp);
// Create x- and y- displacement space using the default H1 shapeset.
H1Space<double> u1_space(&u1_mesh, &bcs, P_INIT);
H1Space<double> u2_space(&u2_mesh, &bcs, P_INIT);
info("ndof = %d.", Space<double>::get_num_dofs(Hermes::vector<Space<double> *>(&u1_space, &u2_space)));
// Initialize the weak formulation.
// NOTE; These weak forms are identical to those in example P01-linear/08-system.
CustomWeakForm wf(E, nu, rho*g1, BDY_TOP, f0, f1);
// Initialize the FE problem.
DiscreteProblem<double> dp(&wf, Hermes::vector<Space<double> *>(&u1_space, &u2_space));
// Initialize coarse and reference mesh solutions.
Solution<double> u1_sln, u2_sln, u1_ref_sln, u2_ref_sln;
// Initialize refinement selector.
H1ProjBasedSelector<double> selector(CAND_LIST, CONV_EXP, H2DRS_DEFAULT_ORDER);
// Initialize views.
ScalarView s_view_0("Solution (x-displacement)", new WinGeom(0, 0, 400, 350));
s_view_0.show_mesh(false);
ScalarView s_view_1("Solution (y-displacement)", new WinGeom(760, 0, 400, 350));
s_view_1.show_mesh(false);
OrderView o_view_0("Mesh (x-displacement)", new WinGeom(410, 0, 340, 350));
OrderView o_view_1("Mesh (y-displacement)", new WinGeom(1170, 0, 340, 350));
ScalarView mises_view("Von Mises stress [Pa]", new WinGeom(0, 405, 400, 350));
// DOF and CPU convergence graphs.
SimpleGraph graph_dof_est, graph_cpu_est;
// Adaptivity loop:
int as = 1;
bool done = false;
do
{
info("---- Adaptivity step %d:", as);
// Construct globally refined reference mesh and setup reference space.
Hermes::vector<Space<double> *>* ref_spaces = Space<double>::construct_refined_spaces(Hermes::vector<Space<double> *>(&u1_space, &u2_space));
// Initialize matrix solver.
SparseMatrix<double>* matrix = create_matrix<double>(matrix_solver_type);
Vector<double>* rhs = create_vector<double>(matrix_solver_type);
LinearSolver<double>* solver = create_linear_solver<double>(matrix_solver_type, matrix, rhs);
// Assemble the reference problem.
info("Solving on reference mesh.");
DiscreteProblem<double> dp(&wf, *ref_spaces);
dp.assemble(matrix, rhs);
// Time measurement.
cpu_time.tick();
// Solve the linear system of the reference problem. If successful, obtain the solutions.
if(solver->solve()) Solution<double>::vector_to_solutions(solver->get_sln_vector(), *ref_spaces,
Hermes::vector<Solution *>(&u1_ref_sln, &u2_ref_sln));
else error ("Matrix solver failed.\n");
// Time measurement.
cpu_time.tick();
// Project the fine mesh solution onto the coarse mesh.
info("Projecting reference solution on coarse mesh.");
OGProjection<double>::project_global(Hermes::vector<Space<double> *>(&u1_space, &u2_space),
Hermes::vector<Solution<double> *>(&u1_ref_sln, &u2_ref_sln),
Hermes::vector<Solution<double> *>(&u1_sln, &u2_sln), matrix_solver_type);
// View the coarse mesh solution and polynomial orders.
s_view_0.show(&u1_sln);
o_view_0.show(&u1_space);
s_view_1.show(&u2_sln);
o_view_1.show(&u2_space);
// For von Mises stress Filter.
double lambda = (E * nu) / ((1 + nu) * (1 - 2*nu));
double mu = E / (2*(1 + nu));
VonMisesFilter stress(Hermes::vector<MeshFunction<double> *>(&u1_sln, &u2_sln), lambda, mu);
mises_view.show(&stress, HERMES_EPS_HIGH, H2D_FN_VAL_0, &u1_sln, &u2_sln, 1e4);
// Skip visualization time.
cpu_time.tick(HERMES_SKIP);
// Initialize adaptivity.
Adapt<double>* adaptivity = new Adapt<double>(Hermes::vector<Space<double> *>(&u1_space, &u2_space));
/*
// Register custom forms for error calculation.
adaptivity->set_error_form(0, 0, bilinear_form_0_0<double, double>, bilinear_form_0_0<Ord, Ord>);
adaptivity->set_error_form(0, 1, bilinear_form_0_1<double, double>, bilinear_form_0_1<Ord, Ord>);
adaptivity->set_error_form(1, 0, bilinear_form_1_0<double, double>, bilinear_form_1_0<Ord, Ord>);
adaptivity->set_error_form(1, 1, bilinear_form_1_1<double, double>, bilinear_form_1_1<Ord, Ord>);
*/
// Calculate error estimate for each solution component and the total error estimate.
info("Calculating error estimate and exact error.");
Hermes::vector<double> err_est_rel;
double err_est_rel_total = adaptivity->calc_err_est(Hermes::vector<Solution<double> *>(&u1_sln, &u2_sln),
Hermes::vector<Solution<double> *>(&u1_ref_sln, &u2_ref_sln), &err_est_rel) * 100;
// Time measurement.
cpu_time.tick();
// Report results.
info("ndof_coarse[0]: %d, ndof_fine[0]: %d, err_est_rel[0]: %g%%",
u1_space.Space<double>::get_num_dofs(), Space<double>::get_num_dofs((*ref_spaces)[0]), err_est_rel[0]*100);
info("ndof_coarse[1]: %d, ndof_fine[1]: %d, err_est_rel[1]: %g%%",
u2_space.Space<double>::get_num_dofs(), Space<double>::get_num_dofs((*ref_spaces)[1]), err_est_rel[1]*100);
info("ndof_coarse_total: %d, ndof_fine_total: %d, err_est_rel_total: %g%%",
Space<double>::get_num_dofs(Hermes::vector<Space<double> *>(&u1_space, &u2_space)),
Space<double>::get_num_dofs(*ref_spaces), err_est_rel_total);
// Add entry to DOF and CPU convergence graphs.
graph_dof_est.add_values(Space<double>::get_num_dofs(Hermes::vector<Space<double> *>(&u1_space, &u2_space)),
err_est_rel_total);
graph_dof_est.save("conv_dof_est.dat");
graph_cpu_est.add_values(cpu_time.accumulated(), err_est_rel_total);
graph_cpu_est.save("conv_cpu_est.dat");
// If err_est too large, adapt the mesh.
if (err_est_rel_total < ERR_STOP)
done = true;
else
{
info("Adapting coarse mesh.");
done = adaptivity->adapt(Hermes::vector<RefinementSelectors::Selector<double> *>(&selector, &selector),
THRESHOLD, STRATEGY, MESH_REGULARITY);
}
if (Space<double>::get_num_dofs(Hermes::vector<Space<double> *>(&u1_space, &u2_space)) >= NDOF_STOP) done = true;
// Clean up.
delete solver;
delete matrix;
delete rhs;
delete adaptivity;
if(done == false)
for(unsigned int i = 0; i < ref_spaces->size(); i++)
delete (*ref_spaces)[i]->get_mesh();
delete ref_spaces;
// Increase counter.
as++;
}
while (done == false);
verbose("Total running time: %g s", cpu_time.accumulated());
// Show the reference solution - the final result.
s_view_0.set_title("Fine mesh solution (x-displacement)");
s_view_0.show(&u1_ref_sln);
s_view_1.set_title("Fine mesh solution (y-displacement)");
s_view_1.show(&u2_ref_sln);
// For von Mises stress Filter.
double lambda = (E * nu) / ((1 + nu) * (1 - 2*nu));
double mu = E / (2*(1 + nu));
VonMisesFilter stress(Hermes::vector<MeshFunction<double> *>(&u1_ref_sln, &u2_ref_sln), lambda, mu);
mises_view.show(&stress, HERMES_EPS_HIGH, H2D_FN_VAL_0, &u1_ref_sln, &u2_ref_sln, 1e4);
// Wait for all views to be closed.
View::wait();
return 0;
}
int main(int argc, char* argv[])
{
// Load the mesh.
MeshSharedPtr mesh(new Mesh), mesh1(new Mesh);
if (USE_XML_FORMAT == true)
{
MeshReaderH2DXML mloader;
Hermes::Mixins::Loggable::Static::info("Reading mesh in XML format.");
mloader.load("square.xml", mesh);
}
else
{
MeshReaderH2D mloader;
Hermes::Mixins::Loggable::Static::info("Reading mesh in original format.");
mloader.load("square.mesh", mesh);
}
// Perform uniform mesh refinement.
int refinement_type = 0;
for (int i = 0; i < INIT_REF_NUM; i++)
mesh->refine_all_elements(refinement_type);
// Show mesh.
MeshView mv("Mesh", new WinGeom(0, 0, 580, 400));
mv.show(mesh);
// Exact lambda
MeshFunctionSharedPtr<double> exact_lambda(new ExactSolutionLambda(mesh,E,nu));
ScalarView viewLam("lambda [Pa]", new WinGeom(0, 460, 530, 350));
viewLam.show_mesh(false);
viewLam.show(exact_lambda);
// Exact lambda
MeshFunctionSharedPtr<double> exact_mu(new ExactSolutionMu(mesh,E,nu));
ScalarView viewMu("mu [Pa]", new WinGeom(550, 460, 530, 350));
viewMu.show_mesh(false);
viewMu.show(exact_mu);
// Initialize boundary conditions.
DefaultEssentialBCConst<double> disp_bot_top_x(Hermes::vector<std::string>("Bottom","Top"), 0.0);
DefaultEssentialBCConst<double> disp_bot_y("Bottom", 0.0);
DefaultEssentialBCConst<double> disp_top_y("Top", 0.1);
EssentialBCs<double> bcs_x(&disp_bot_top_x);
EssentialBCs<double> bcs_y(Hermes::vector<EssentialBoundaryCondition<double> *>(&disp_bot_y, &disp_top_y));
// Create x- and y- displacement space using the default H1 shapeset.
SpaceSharedPtr<double> u1_space(new H1Space<double>(mesh, &bcs_x, P_INIT));
SpaceSharedPtr<double> u2_space(new H1Space<double>(mesh, &bcs_y, P_INIT));
Hermes::vector<SpaceSharedPtr<double> > spaces(u1_space, u2_space);
int ndof = Space<double>::get_num_dofs(spaces);
Hermes::Mixins::Loggable::Static::info("ndof = %d", ndof);
// Initialize the weak formulation.
CustomWeakFormLinearElasticity wf(E, nu, &lambdaFun, &muFun, rho*g1, "Top", f0, f1);
// Initialize Newton solver.
NewtonSolver<double> newton(&wf, spaces);
newton.set_verbose_output(true);
// Perform Newton's iteration.
try
{
newton.solve();
}
catch(std::exception& e)
{
std::cout << e.what();
Hermes::Mixins::Loggable::Static::info("Newton's iteration failed.");
}
// Translate the resulting coefficient vector into the Solution sln.
MeshFunctionSharedPtr<double> u1_sln(new Solution<double>), u2_sln(new Solution<double>);
Hermes::vector<MeshFunctionSharedPtr<double> > solutions(u1_sln, u2_sln);
Solution<double>::vector_to_solutions(newton.get_sln_vector(), spaces, solutions);
// Visualize the solution.
ScalarView view("Von Mises stress [Pa]", new WinGeom(590, 0, 700, 400));
// First Lame constant.
double lambda = (E * nu) / ((1 + nu) * (1 - 2*nu));
// Second Lame constant.
double mu = E / (2*(1 + nu));
MeshFunctionSharedPtr<double> stress(new VonMisesFilter(solutions, lambda, mu));
MeshFunctionSharedPtr<double> S11(new CustomFilterS11(solutions, &muFun, &lambdaFun));
MeshFunctionSharedPtr<double> S12(new CustomFilterS12(solutions, mu));
MeshFunctionSharedPtr<double> S22(new CustomFilterS22(solutions, mu, lambda));
view.show_mesh(false);
view.show(stress, HERMES_EPS_HIGH, H2D_FN_VAL_0, u1_sln, u2_sln, 1.0);
ScalarView viewS11("S11 [Pa]", new WinGeom(0, 260, 530, 350));
viewS11.show_mesh(false);
viewS11.show(S11, HERMES_EPS_HIGH, H2D_FN_VAL_0, u1_sln, u2_sln, 1.0);
ScalarView viewS12("S12 [Pa]", new WinGeom(540, 260, 530, 350));
viewS12.show_mesh(false);
viewS12.show(S12, HERMES_EPS_HIGH, H2D_FN_VAL_0, u1_sln, u2_sln, 1.0);
ScalarView viewS22("S22 [Pa]", new WinGeom(1080, 260, 530, 350));
viewS22.show_mesh(false);
viewS22.show(S22, HERMES_EPS_HIGH, H2D_FN_VAL_0, u1_sln, u2_sln, 1.0);
// Wait for the view to be closed.
View::wait();
return 0;
}
int main(int argc, char* argv[])
{
// Instantiate a class with global functions.
Hermes2D hermes2d;
// Load the mesh.
Mesh mesh, mesh1;
H2DReader mloader;
mloader.load("domain.mesh", &mesh);
// Perform uniform mesh refinement.
mesh.refine_all_elements();
// Initialize boundary conditions.
DefaultEssentialBCConst zero_disp("Bottom", 0.0);
EssentialBCs bcs(&zero_disp);
// Create x- and y- displacement space using the default H1 shapeset.
H1Space u1_space(&mesh, &bcs, P_INIT);
H1Space u2_space(&mesh, &bcs, P_INIT);
int ndof = Space::get_num_dofs(Hermes::vector<Space *>(&u1_space, &u2_space));
info("ndof = %d", ndof);
// Initialize the weak formulation.
CustomWeakFormLinearElasticity wf(E, nu, rho*g1, "Top", f0, f1);
// Initialize the FE problem.
DiscreteProblem dp(&wf, Hermes::vector<Space *>(&u1_space, &u2_space));
// Set up the solver, matrix, and rhs according to the solver selection.
SparseMatrix* matrix = create_matrix(matrix_solver);
Vector* rhs = create_vector(matrix_solver);
Solver* solver = create_linear_solver(matrix_solver, matrix, rhs);
// Initial coefficient vector for the Newton's method.
scalar* coeff_vec = new scalar[ndof];
memset(coeff_vec, 0, ndof*sizeof(scalar));
// Perform Newton's iteration.
bool verbose = true;
bool jacobian_changed = true;
if (!hermes2d.solve_newton(coeff_vec, &dp, solver, matrix, rhs, jacobian_changed,
NEWTON_TOL, NEWTON_MAX_ITER, verbose)) error("Newton's iteration failed.");
// Translate the resulting coefficient vector into the Solution sln.
Solution u1_sln, u2_sln;
Solution::vector_to_solutions(coeff_vec, Hermes::vector<Space *>(&u1_space, &u2_space),
Hermes::vector<Solution *>(&u1_sln, &u2_sln));
// Visualize the solution.
ScalarView view("Von Mises stress [Pa]", new WinGeom(0, 0, 800, 400));
double lambda = (E * nu) / ((1 + nu) * (1 - 2*nu)); // First Lame constant.
double mu = E / (2*(1 + nu)); // Second Lame constant.
VonMisesFilter stress(Hermes::vector<MeshFunction *>(&u1_sln, &u2_sln), lambda, mu);
view.show_mesh(false);
view.show(&stress, HERMES_EPS_HIGH, H2D_FN_VAL_0, &u1_sln, &u2_sln, 1.5e5);
// Wait for the view to be closed.
View::wait();
// Clean up.
delete [] coeff_vec;
delete solver;
delete matrix;
delete rhs;
return 0;
}
int main(int argc, char* argv[])
{
// Load the mesh.
MeshSharedPtr mesh(new Mesh), mesh1(new Mesh);
if (USE_XML_FORMAT == true)
{
MeshReaderH2DXML mloader;
Hermes::Mixins::Loggable::Static::info("Reading mesh in XML format.");
mloader.load("domain.xml", mesh);
}
else
{
MeshReaderH2D mloader;
Hermes::Mixins::Loggable::Static::info("Reading mesh in original format.");
mloader.load("domain.mesh", mesh);
}
// Perform uniform mesh refinement.
mesh->refine_all_elements();
// Show mesh.
MeshView mv("Mesh", new WinGeom(0, 0, 580, 400));
mv.show(mesh);
// Initialize boundary conditions.
DefaultEssentialBCConst<double> zero_disp("Bottom", 0.0);
EssentialBCs<double> bcs(&zero_disp);
// Create x- and y- displacement space using the default H1 shapeset.
SpaceSharedPtr<double> u1_space(new H1Space<double>(mesh, &bcs, P_INIT));
SpaceSharedPtr<double> u2_space(new H1Space<double>(mesh, &bcs, P_INIT));
Hermes::vector<SpaceSharedPtr<double> > spaces(u1_space, u2_space);
int ndof = Space<double>::get_num_dofs(spaces);
Hermes::Mixins::Loggable::Static::info("ndof = %d", ndof);
// Initialize the weak formulation.
CustomWeakFormLinearElasticity wf(E, nu, rho*g1, "Top", f0, f1);
// Initialize the FE problem.
DiscreteProblem<double> dp(&wf, spaces);
// Initialize Newton solver.
NewtonSolver<double> newton(&dp);
newton.set_verbose_output(true);
// Perform Newton's iteration.
try
{
newton.solve();
}
catch(std::exception& e)
{
std::cout << e.what();
}
// Translate the resulting coefficient vector into the Solution sln.
MeshFunctionSharedPtr<double> u1_sln(new Solution<double>), u2_sln(new Solution<double>);
Solution<double>::vector_to_solutions(newton.get_sln_vector(), spaces, Hermes::vector<MeshFunctionSharedPtr<double> >(u1_sln, u2_sln));
// Visualize the solution.
ScalarView view("Von Mises stress [Pa]", new WinGeom(590, 0, 700, 400));
// First Lame constant.
double lambda = (E * nu) / ((1 + nu) * (1 - 2*nu));
// Second Lame constant.
double mu = E / (2*(1 + nu));
MeshFunctionSharedPtr<double> stress(new VonMisesFilter(Hermes::vector<MeshFunctionSharedPtr<double> >(u1_sln, u2_sln), lambda, mu));
view.show_mesh(false);
view.show(stress, HERMES_EPS_HIGH, H2D_FN_VAL_0, u1_sln, u2_sln, 1.5e5);
// Wait for the view to be closed.
View::wait();
return 0;
}
int main(int argc, char* argv[])
{
// Instantiate a class with global functions.
Hermes2D hermes2d;
// Load the mesh.
Mesh mesh;
H2DReader mloader;
mloader.load("../domain.mesh", &mesh);
// Perform uniform mesh refinement.
mesh.refine_all_elements();
// Initialize boundary conditions.
DefaultEssentialBCConst zero_disp("Bottom", 0.0);
EssentialBCs bcs(&zero_disp);
// Create x- and y- displacement space using the default H1 shapeset.
H1Space u1_space(&mesh, &bcs, P_INIT);
H1Space u2_space(&mesh, &bcs, P_INIT);
info("ndof = %d.", Space::get_num_dofs(Hermes::vector<Space *>(&u1_space, &u2_space)));
// Initialize the weak formulation.
CustomWeakFormLinearElasticity wf(E, nu, rho*g1, "Top", f0, f1);
// Testing n_dof and correctness of solution vector
// for p_init = 1, 2, ..., 10
int success = 1;
Solution xsln, ysln;
for (int p_init = 1; p_init <= 6; p_init++) {
printf("********* p_init = %d *********\n", p_init);
u1_space.set_uniform_order(p_init);
u2_space.set_uniform_order(p_init);
int ndof = Space::get_num_dofs(Hermes::vector<Space *>(&u1_space, &u2_space));
info("ndof = %d", ndof);
// Initialize the FE problem.
DiscreteProblem dp(&wf, Hermes::vector<Space *>(&u1_space, &u2_space));
// Set up the solver, matrix, and rhs according to the solver selection.
SparseMatrix* matrix = create_matrix(matrix_solver);
Vector* rhs = create_vector(matrix_solver);
Solver* solver = create_linear_solver(matrix_solver, matrix, rhs);
// Initial coefficient vector for the Newton's method.
scalar* coeff_vec = new scalar[ndof];
memset(coeff_vec, 0, ndof*sizeof(scalar));
// Perform Newton's iteration.
bool verbose = true;
bool jacobian_changed = true;
if (!hermes2d.solve_newton(coeff_vec, &dp, solver, matrix, rhs, jacobian_changed,
NEWTON_TOL, NEWTON_MAX_ITER, verbose)) error("Newton's iteration failed.");
// Translate the resulting coefficient vector into the Solution sln.
Solution u1_sln, u2_sln;
Solution::vector_to_solutions(coeff_vec, Hermes::vector<Space *>(&u1_space, &u2_space),
Hermes::vector<Solution *>(&u1_sln, &u2_sln));
double sum = 0;
for (int i=0; i < ndof; i++) sum += coeff_vec[i];
printf("coefficient sum = %g\n", sum);
// Actual test. The values of 'sum' depend on the
// current shapeset. If you change the shapeset,
// you need to correct these numbers.
if (p_init == 1 && fabs(sum - 1.41886e-05) > 1e-5) success = 0;
if (p_init == 2 && fabs(sum - 1.60006e-05) > 1e-5) success = 0;
if (p_init == 3 && fabs(sum - 1.60810e-05) > 1e-5) success = 0;
if (p_init == 4 && fabs(sum - 1.61106e-05) > 1e-5) success = 0;
if (p_init == 5 && fabs(sum - 1.61065e-05) > 1e-5) success = 0;
if (p_init == 6 && fabs(sum - 1.61112e-05) > 1e-5) success = 0;
delete [] coeff_vec;
delete solver;
delete matrix;
delete rhs;
}
if (success == 1) {
printf("Success!\n");
return ERR_SUCCESS;
}
else {
printf("Failure!\n");
return ERR_FAILURE;
}
}