#! /usr/bin/env python # This example shows how to load a mesh, perform various types # of "manual" element refinements. # Import modules from hermes2d import Mesh, MeshView from hermes2d.examples import get_example_mesh # Load the mesh file domain_mesh = get_example_mesh() mesh = Mesh() mesh.load(domain_mesh) # Perform some sample initial refinements mesh.refine_all_elements(); # Refines all elements. #mesh.refine_towards_vertex(3, 4); # Refines mesh towards vertex #3 (4x). #mesh.refine_towards_boundary(2, 4); # Refines all elements along boundary 2 (4x). # Display the mesh mesh.plot()
# Assemble and solve the fine mesh problem
rs = RefSystem(ls)
rs.assemble()
rs.solve_system(sln_fine)
# Either solve on coarse mesh or project the fine mesh solution
# on the coarse mesh.
if SOLVE_ON_COARSE_MESH:
ls.assemble()
ls.solve_system(sln_coarse)
else:
ls.project_global(sln_fine, sln_coarse)
# View the solution and mesh
sview.show(sln_coarse);
mesh.plot(space=space)
# Calculate error estimate wrt. fine mesh solution
hp = H1Adapt(ls)
hp.set_solutions([sln_coarse], [sln_fine])
err_est = hp.calc_error() * 100
print("Error estimate: %d" % err_est)
# If err_est too large, adapt the mesh
if (err_est < ERR_STOP):
done = True
else:
done = hp.adapt(selector, THRESHOLD, STRATEGY, MESH_REGULARITY)
if (ls.get_num_dofs() >= NDOF_STOP):
done = True
mesh = Mesh()
mesh.load(get_example_mesh())
# Perform initial mesh refinements.
for i in range(UNIFORM_REF_LEVEL):
mesh.refine_all_elements()
mesh.refine_towards_vertex(3, CORNER_REF_LEVEL)
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Initialize the weak formulation
wf = WeakForm()
set_forms(wf)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(space)
# Assemble and solve the matrix problem
sln = Solution()
ls.assemble()
ls.solve_system(sln)
# Visualize the approximation
sln.plot()
# Visualize the mesh
mesh.plot(space=space)
# Create the x- and y- displacement space using the default H1 shapeset
xdisp = H1Space(mesh, P_INIT)
ydisp = H1Space(mesh, P_INIT)
set_bc(xdisp, ydisp)
# Initialize the weak formulation
wf = WeakForm(2)
set_forms(wf)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(xdisp, ydisp)
# Assemble and solve the matrix problem
xsln = Solution()
ysln = Solution()
ls.assemble()
ls.solve_system(xsln, ysln, lib="scipy")
# Visualize the solution
view = ScalarView("Von Mises stress [Pa]", 50, 50, 1200, 600)
E = float(200e9)
nu = 0.3
l = (E * nu) / ((1 + nu) * (1 - 2 * nu))
mu = E / (2 * (1 + nu))
stress = VonMisesFilter(xsln, ysln, mu, l)
view.show(stress)
# Visualize the mesh
mesh.plot(space=xdisp)
#! /usr/bin/env python import sys from hermes2d import Mesh m = Mesh() m.load(sys.argv[1]) m.plot(lib="mpl", method="simple")
# Create the x- and y- displacement space using the default H1 shapeset
xdisp = H1Space(mesh, P_INIT)
ydisp = H1Space(mesh, P_INIT)
set_bc(xdisp, ydisp)
# Initialize the weak formulation
wf = WeakForm(2)
set_forms(wf)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(xdisp, ydisp)
# Assemble and solve the matrix problem
xsln = Solution()
ysln = Solution()
ls.assemble()
ls.solve_system(xsln, ysln, lib="scipy")
# Visualize the solution
view = ScalarView("Von Mises stress [Pa]", 50, 50, 1200, 600)
E = float(200e9)
nu = 0.3
l = (E * nu) / ((1 + nu) * (1 - 2*nu))
mu = E / (2*(1 + nu))
stress = VonMisesFilter(xsln, ysln, mu, l)
view.show(stress)
# Visualize the mesh
mesh.plot(space=xdisp)
rs = RefSystem(ls)
rs.assemble()
rs.solve_system(u_sln_fine, v_sln_fine, lib="scipy")
# Either solve on coarse mesh or project the fine mesh solution
# on the coarse mesh.
if SOLVE_ON_COARSE_MESH:
ls.assemble()
ls.solve_system(u_sln_coarse, v_sln_coarse, lib="scipy")
else:
ls.project_global()
# View the solution and meshes
uview.show(u_sln_coarse)
vview.show(v_sln_coarse)
umesh.plot(space=uspace)
vmesh.plot(space=vspace)
# Calculate element errors and total error estimate
hp = H1Adapt(ls)
hp.set_solutions([u_sln_coarse, v_sln_coarse], [u_sln_fine, v_sln_fine]);
set_hp_forms(hp)
err_est = hp.calc_error() * 100
print("Error estimate: %s" % err_est)
# If err_est too large, adapt the mesh
if err_est < ERR_STOP:
done = True
else:
MULTI = False if MULTI == True else True
