def test_ScalarView_mpl_unknown():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
# assemble the stiffness matrix and solve the system
sys.assemble()
A = sys.get_matrix()
b = sys.get_rhs()
from scipy.sparse.linalg import cg
x, res = cg(A, b)
sln = Solution()
sln.set_fe_solution(space, pss, x)
view = ScalarView("Solution")
def test_matrix():
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
# assemble the stiffness matrix and solve the system
sln = Solution()
sys.assemble()
A = sys.get_matrix()
def test_plot_mesh3e():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_plot_mesh3c():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
plot_mesh_mpl_simple(mesh.nodes_dict, mesh.elements, plot_nodes=False)
def test_plot_mesh3e():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_example_03():
from hermes2d.examples.c03 import set_bc
set_verbose(False)
P_INIT = 5 # Uniform polynomial degree of mesh elements.
# Problem parameters.
CONST_F = 2.0
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Sample "manual" mesh refinement
mesh.refine_all_elements()
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Initialize the weak formulation
wf = WeakForm(1)
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)
def test_example_08():
from hermes2d.examples.c08 import set_bc, set_forms
set_verbose(False)
# The following parameter can be changed:
P_INIT = 4
# Load the mesh file
mesh = Mesh()
mesh.load(get_sample_mesh())
# Perform uniform mesh refinement
mesh.refine_all_elements()
# 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")
def test_example_03():
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
from hermes2d.examples.c03 import set_bc
set_bc(space)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
# assemble the stiffness matrix and solve the system
sln = Solution()
sys.assemble()
sys.solve_system(sln)
assert abs(sln.l2_norm() - 0.25493) < 1e-4
assert abs(sln.h1_norm() - 0.89534) < 1e-4
def test_example_07():
from hermes2d.examples.c07 import set_bc, set_forms
set_verbose(False)
# The following parameters can be changed:
P_INIT = 2 # Initial polynomial degree of all mesh elements.
INIT_REF_NUM = 4 # Number of initial uniform refinements
# Load the mesh
mesh = Mesh()
mesh.load(get_07_mesh())
# Perform initial mesh refinements.
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
# 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)
def test_example_04():
from hermes2d.examples.c04 import set_bc
set_verbose(False)
# Below you can play with the parameters CONST_F, P_INIT, and UNIFORM_REF_LEVEL.
INIT_REF_NUM = 2 # number of initial uniform mesh refinements
P_INIT = 2 # initial polynomial degree in all elements
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Perform initial mesh refinements
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
# 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)
def test_example_04():
from hermes2d.examples.c04 import set_bc
set_verbose(False)
# Below you can play with the parameters CONST_F, P_INIT, and UNIFORM_REF_LEVEL.
INIT_REF_NUM = 2 # number of initial uniform mesh refinements
P_INIT = 2 # initial polynomial degree in all elements
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Perform initial mesh refinements
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
# 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)
def test_example_05():
from hermes2d.examples.c05 import set_bc
from hermes2d.examples.c05 import set_forms as set_forms_surf
set_verbose(False)
P_INIT = 4 # initial polynomial degree in all elements
CORNER_REF_LEVEL = 12 # number of mesh refinements towards the re-entrant corner
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Perform initial mesh refinements.
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)
def test_example_07():
from hermes2d.examples.c07 import set_bc, set_forms
set_verbose(False)
# The following parameters can be changed:
P_INIT = 2 # Initial polynomial degree of all mesh elements.
INIT_REF_NUM = 4 # Number of initial uniform refinements
# Load the mesh
mesh = Mesh()
mesh.load(get_07_mesh())
# Perform initial mesh refinements.
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
# 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)
def test_example_03():
from hermes2d.examples.c03 import set_bc
set_verbose(False)
P_INIT = 5 # Uniform polynomial degree of mesh elements.
# Problem parameters.
CONST_F = 2.0
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Sample "manual" mesh refinement
mesh.refine_all_elements()
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Initialize the weak formulation
wf = WeakForm(1)
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)
def test_example_08():
from hermes2d.examples.c08 import set_bc, set_forms
set_verbose(False)
# The following parameter can be changed:
P_INIT = 4
# Load the mesh file
mesh = Mesh()
mesh.load(get_sample_mesh())
# Perform uniform mesh refinement
mesh.refine_all_elements()
# 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")
def test_example_05():
from hermes2d.examples.c05 import set_bc
from hermes2d.examples.c05 import set_forms as set_forms_surf
set_verbose(False)
P_INIT = 4 # initial polynomial degree in all elements
CORNER_REF_LEVEL = 12 # number of mesh refinements towards the re-entrant corner
# Load the mesh file
mesh = Mesh()
mesh.load(get_example_mesh())
# Perform initial mesh refinements.
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)
def test_ScalarView_mpl_unknown():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
# assemble the stiffness matrix and solve the system
sys.assemble()
A = sys.get_matrix()
b = sys.get_rhs()
from scipy.sparse.linalg import cg
x, res = cg(A, b)
sln = Solution()
sln.set_fe_solution(space, pss, x)
view = ScalarView("Solution")
def test_plot_mesh3d():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="orders", show=False)
def test_plot_mesh1b():
mesh = Mesh()
mesh.load(domain_mesh)
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="orders", show=False)
plot_mesh_mpl(mesh.nodes, mesh.elements)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_plot_mesh1c():
mesh = Mesh()
mesh.load(domain_mesh)
view = MeshView("Solution")
assert raises(
ValueError,
'view.show(mesh, lib="mpl", method="something_unknown_123")')
def test_plot_mesh3d():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="orders", show=False)
def test_plot_mesh1b():
mesh = Mesh()
mesh.load(domain_mesh)
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="orders", show=False)
plot_mesh_mpl(mesh.nodes, mesh.elements)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_plot_mesh1a():
mesh = Mesh()
mesh.load(domain_mesh)
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="simple", show=False)
plot_mesh_mpl_simple(mesh.nodes, mesh.elements)
plot_mesh_mpl_simple(mesh.nodes_dict, mesh.elements)
plot_mesh_mpl_simple(mesh.nodes, mesh.elements, plot_nodes=False)
plot_mesh_mpl_simple(mesh.nodes_dict, mesh.elements, plot_nodes=False)
def test_plot_mesh2():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="simple", show=False)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements, plot_nodes=False)
view.show(mesh, lib="mpl", method="orders", show=False)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_fe_solutions():
mesh = Mesh()
mesh.load(domain_mesh)
space = H1Space(mesh, 1)
space.set_uniform_order(2)
space.assign_dofs()
a = array([1, 2, 3, 8, 0.1])
sln = Solution()
def test_plot_mesh2():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
view = MeshView("Solution")
view.show(mesh, lib="mpl", method="simple", show=False)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements, plot_nodes=False)
view.show(mesh, lib="mpl", method="orders", show=False)
plot_mesh_mpl(mesh.nodes_dict, mesh.elements)
def test_fe_solutions():
mesh = Mesh()
mesh.load(domain_mesh)
space = H1Space(mesh, 1)
space.set_uniform_order(2)
space.assign_dofs()
a = array([1, 2, 3, 8, 0.1])
sln = Solution()
def test_example_09():
from hermes2d.examples.c09 import set_bc, temp_ext, set_forms
# The following parameters can be changed:
INIT_REF_NUM = 4 # number of initial uniform mesh refinements
INIT_REF_NUM_BDY = 1 # number of initial uniform mesh refinements towards the boundary
P_INIT = 4 # polynomial degree of all mesh elements
TAU = 300.0 # time step in seconds
# Problem constants
T_INIT = 10 # temperature of the ground (also initial temperature)
FINAL_TIME = 86400 # length of time interval (24 hours) in seconds
# Global variable
TIME = 0;
# Boundary markers.
bdy_ground = 1
bdy_air = 2
# Load the mesh
mesh = Mesh()
mesh.load(get_cathedral_mesh())
# Perform initial mesh refinements
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
mesh.refine_towards_boundary(bdy_air, INIT_REF_NUM_BDY)
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Set initial condition
tsln = Solution()
tsln.set_const(mesh, T_INIT)
# Initialize the weak formulation
wf = WeakForm()
set_forms(wf)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(space)
# Time stepping
nsteps = int(FINAL_TIME/TAU + 0.5)
rhsonly = False;
# Assemble and solve
ls.assemble()
rhsonly = True
ls.solve_system(tsln, lib="scipy")
def test_example_09():
from hermes2d.examples.c09 import set_bc, temp_ext, set_forms
# The following parameters can be changed:
INIT_REF_NUM = 4 # number of initial uniform mesh refinements
INIT_REF_NUM_BDY = 1 # number of initial uniform mesh refinements towards the boundary
P_INIT = 4 # polynomial degree of all mesh elements
TAU = 300.0 # time step in seconds
# Problem constants
T_INIT = 10 # temperature of the ground (also initial temperature)
FINAL_TIME = 86400 # length of time interval (24 hours) in seconds
# Global variable
TIME = 0
# Boundary markers.
bdy_ground = 1
bdy_air = 2
# Load the mesh
mesh = Mesh()
mesh.load(get_cathedral_mesh())
# Perform initial mesh refinements
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
mesh.refine_towards_boundary(bdy_air, INIT_REF_NUM_BDY)
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Set initial condition
tsln = Solution()
tsln.set_const(mesh, T_INIT)
# Initialize the weak formulation
wf = WeakForm()
set_forms(wf)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(space)
# Time stepping
nsteps = int(FINAL_TIME / TAU + 0.5)
rhsonly = False
# Assemble and solve
ls.assemble()
rhsonly = True
ls.solve_system(tsln, lib="scipy")
def test_example_08():
from hermes2d.examples.c08 import set_bc, set_forms
set_verbose(False)
mesh = Mesh()
mesh.load(cylinder_mesh)
#mesh.refine_element(0)
#mesh.refine_all_elements()
mesh.refine_towards_boundary(5, 3)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
xvel = H1Space(mesh, shapeset)
yvel = H1Space(mesh, shapeset)
press = H1Space(mesh, shapeset)
xvel.set_uniform_order(2)
yvel.set_uniform_order(2)
press.set_uniform_order(1)
set_bc(xvel, yvel, press)
ndofs = 0
ndofs += xvel.assign_dofs(ndofs)
ndofs += yvel.assign_dofs(ndofs)
ndofs += press.assign_dofs(ndofs)
xprev = Solution()
yprev = Solution()
xprev.set_zero(mesh)
yprev.set_zero(mesh)
# initialize the discrete problem
wf = WeakForm(3)
set_forms(wf, xprev, yprev)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(xvel, yvel, press)
sys.set_pss(pss)
#dp.set_external_fns(xprev, yprev)
# visualize the solution
EPS_LOW = 0.0014
for i in range(3):
psln = Solution()
sys.assemble()
sys.solve_system(xprev, yprev, psln)
def poisson_solver(rho, prec=0.1):
"""
Solves the Poisson equation \Nabla^2\phi = \rho.
prec ... the precision of the solution in percents
Returns the solution.
"""
mesh = Mesh()
mesh.load("square.mesh")
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms_poisson(wf, rho)
solver = DummySolver()
# assemble the stiffness matrix and solve the system
for i in range(10):
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
sln = Solution()
print "poisson: assembly coarse"
sys.assemble()
print "poisson: done"
sys.solve_system(sln)
rp = RefSystem(sys)
rsln = Solution()
print "poisson: assembly reference"
rp.assemble()
print "poisson: done"
rp.solve_system(rsln)
hp = H1OrthoHP(space)
error = hp.calc_error(sln, rsln) * 100
print "iteration: %d, error: %f" % (i, error)
if error < prec:
print "Error less than %f%%, we are done." % prec
break
hp.adapt(0.3)
space.assign_dofs()
return sln
def test_fe_solutions():
mesh = Mesh()
mesh.load(domain_mesh)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
space = H1Space(mesh, shapeset)
space.set_uniform_order(2)
space.assign_dofs()
a = array([1, 2, 3, 8, 0.1])
sln = Solution()
sln.set_fe_solution(space, pss, a)
def test_example_02():
set_verbose(False)
P_INIT = 3
# Load the mesh file
domain_mesh = get_example_mesh() # Original L-shape domain
mesh = Mesh()
mesh.load(domain_mesh)
# Refine all elements (optional)
mesh.refine_all_elements()
# Create a shapeset and an H1 space
space = H1Space(mesh)
# Assign element orders and initialize the space
space.set_uniform_order(P_INIT) # Set uniform polynomial order
def test_example_02():
set_verbose(False)
P_INIT = 3
# Load the mesh file
domain_mesh = get_example_mesh() # Original L-shape domain
mesh = Mesh()
mesh.load(domain_mesh)
# Refine all elements (optional)
mesh.refine_all_elements()
# Create a shapeset and an H1 space
space = H1Space(mesh)
# Assign element orders and initialize the space
space.set_uniform_order(P_INIT) # Set uniform polynomial order
def main():
set_verbose(False)
mesh = Mesh()
print "Loading mesh..."
mesh.load(get_GAMM_channel_mesh())
#mesh.load("domain-quad.mesh")
#mesh.refine_element(0, 2)
mesh.refine_element(1, 2)
mesh.refine_all_elements()
mesh.refine_all_elements()
mesh.refine_all_elements()
mesh.refine_all_elements()
print "Constructing edges..."
nodes = mesh.nodes_dict
edges = Edges(mesh)
elements = mesh.elements
print "Done."
print "Solving..."
state_on_elements = {}
for e in mesh.active_elements:
state_on_elements[e.id] = array([1., 50., 0., 1.e5])
#print "initial state"
#print state_on_elements
tau = 1e-3
t = 0.
for i in range(100):
A, rhs, dof_map = assembly(edges, state_on_elements, tau)
#print "A:"
#print A
#print "rhs:"
#print rhs
#stop
#print "x:"
x = spsolve(A, rhs)
#print x
#print state_on_elements
state_on_elements = set_fvm_solution(x, dof_map)
#print state_on_elements
t += tau
print "t = ", t
plot_state(state_on_elements, mesh)
#print "state_on_elements:"
#print state_on_elements
print "Done."
def test_example_07():
from hermes2d.examples.c07 import set_bc, set_forms
set_verbose(False)
mesh = Mesh()
mesh.load(sample_mesh)
#mesh.refine_element(0)
#mesh.refine_all_elements()
#mesh.refine_towards_boundary(5, 3)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
xdisp = H1Space(mesh, shapeset)
ydisp = H1Space(mesh, shapeset)
xdisp.set_uniform_order(8)
ydisp.set_uniform_order(8)
set_bc(xdisp, ydisp)
ndofs = xdisp.assign_dofs(0)
ndofs += ydisp.assign_dofs(ndofs)
# initialize the discrete problem
wf = WeakForm(2)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(xdisp, ydisp)
sys.set_pss(pss)
xsln = Solution()
ysln = Solution()
old_flag = set_warn_integration(False)
sys.assemble()
set_warn_integration(old_flag)
sys.solve_system(xsln, ysln)
E = float(200e9)
nu = 0.3
stress = VonMisesFilter(xsln, ysln, E / (2*(1 + nu)),
(E * nu) / ((1 + nu) * (1 - 2*nu)))
def test_example_06():
from hermes2d.examples.c06 import set_bc, set_forms
set_verbose(False)
# The following parameters can be changed:
UNIFORM_REF_LEVEL = 2
# Number of initial uniform mesh refinements.
CORNER_REF_LEVEL = 12
# Number of mesh refinements towards the re-entrant corner.
P_INIT = 6
# Uniform polynomial degree of all mesh elements.
# Boundary markers
NEWTON_BDY = 1
# Load the mesh file
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)
def test_matrix():
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element_id(0)
# create an H1 space with default shapeset
space = H1Space(mesh, 1)
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
sys = LinSystem(wf)
sys.set_spaces(space)
# assemble the stiffness matrix and solve the system
sln = Solution()
sys.assemble()
A = sys.get_matrix()
def test_matrix():
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
# create an H1 space with default shapeset
space = H1Space(mesh, 1)
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
sys = LinSystem(wf)
sys.set_spaces(space)
# assemble the stiffness matrix and solve the system
sln = Solution()
sys.assemble()
A = sys.get_matrix()
def test_example_04():
from hermes2d.examples.c04 import set_bc
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
# mesh.refine_element(0)
# mesh.refine_all_elements()
mesh.refine_towards_boundary(5, 3)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
set_bc(space)
space.assign_dofs()
xprev = Solution()
yprev = Solution()
# initialize the discrete problem
wf = WeakForm()
set_forms(wf, -4)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
# assemble the stiffness matrix and solve the system
sys.assemble()
sln = Solution()
sys.solve_system(sln)
assert abs(sln.l2_norm() - 1.22729) < 1e-4
assert abs(sln.h1_norm() - 2.90006) < 1e-4
def test_example_02():
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_element(0)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(5)
space.assign_dofs()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf)
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
def test_example_06():
from hermes2d.examples.c06 import set_bc, set_forms
set_verbose(False)
# The following parameters can be changed:
UNIFORM_REF_LEVEL = 2; # Number of initial uniform mesh refinements.
CORNER_REF_LEVEL = 12; # Number of mesh refinements towards the re-entrant corner.
P_INIT = 6; # Uniform polynomial degree of all mesh elements.
# Boundary markers
NEWTON_BDY = 1
# Load the mesh file
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)
def test_example_05():
from hermes2d.examples.c05 import set_bc
from hermes2d.examples.c05 import set_forms as set_forms_surf
set_verbose(False)
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_towards_vertex(3, 12)
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create an H1 space
space = H1Space(mesh, shapeset)
space.set_uniform_order(4)
set_bc(space)
space.assign_dofs()
xprev = Solution()
yprev = Solution()
# initialize the discrete problem
wf = WeakForm(1)
set_forms(wf, -1)
set_forms_surf(wf)
sln = Solution()
solver = DummySolver()
sys = LinSystem(wf, solver)
sys.set_spaces(space)
sys.set_pss(pss)
sys.assemble()
sys.solve_system(sln)
assert abs(sln.l2_norm() - 0.535833) < 1e-4
assert abs(sln.h1_norm() - 1.332908) < 1e-4
def test_example_07():
from hermes2d.examples.c07 import set_bc, set_forms
set_verbose(False)
P_INIT = 2 # Initial polynomial degree of all mesh elements.
mesh = Mesh()
mesh.load(get_07_mesh())
# Initialize the shapeset and the cache
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# create finite element space
space = H1Space(mesh, shapeset)
space.set_uniform_order(P_INIT)
set_bc(space)
# Enumerate basis functions
space.assign_dofs()
# weak formulation
wf = WeakForm(1)
set_forms(wf)
# matrix solver
solver = DummySolver()
# Solve the problem
sln = Solution()
ls = LinSystem(wf, solver)
ls.set_spaces(space)
ls.set_pss(pss)
ls.assemble()
ls.solve_system(sln)
#! /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()
TAU = 300.0 # time step in seconds
# Problem constants
T_INIT = 10 # temperature of the ground (also initial temperature)
FINAL_TIME = 86400 # length of time interval (24 hours) in seconds
# Global variable
TIME = 0
# Boundary markers.
bdy_ground = 1
bdy_air = 2
# Load the mesh
mesh = Mesh()
mesh.load(get_cathedral_mesh())
# Perform initial mesh refinements
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
mesh.refine_towards_boundary(bdy_air, INIT_REF_NUM_BDY)
# Create an H1 space with default shapeset
space = H1Space(mesh, P_INIT)
set_bc(space)
# Set initial condition
tsln = Solution()
tsln.set_const(mesh, T_INIT)
# Initialize the weak formulation
def test_plot_mesh4():
mesh = Mesh()
mesh.load(domain_mesh)
view = MeshView("Solution")
view.show(mesh, lib="mpl", show=False, method="orders")
def test_example_12():
from hermes2d.examples.c12 import set_bc, set_forms
from hermes2d.examples import get_example_mesh
# The following parameters can be changed:
P_INIT = 1 # Initial polynomial degree of all mesh elements.
THRESHOLD = 0.6 # This is a quantitative parameter of the adapt(...) function and
# it has different meanings for various adaptive strategies (see below).
STRATEGY = 0 # Adaptive strategy:
# STRATEGY = 0 ... refine elements until sqrt(THRESHOLD) times total
# error is processed. If more elements have similar errors, refine
# all to keep the mesh symmetric.
# STRATEGY = 1 ... refine all elements whose error is larger
# than THRESHOLD times maximum element error.
# STRATEGY = 2 ... refine all elements whose error is larger
# than THRESHOLD.
# More adaptive strategies can be created in adapt_ortho_h1.cpp.
ADAPT_TYPE = 0 # Type of automatic adaptivity:
# ADAPT_TYPE = 0 ... adaptive hp-FEM (default),
# ADAPT_TYPE = 1 ... adaptive h-FEM,
# ADAPT_TYPE = 2 ... adaptive p-FEM.
ISO_ONLY = False # Isotropic refinement flag (concerns quadrilateral elements only).
# ISO_ONLY = false ... anisotropic refinement of quad elements
# is allowed (default),
# ISO_ONLY = true ... only isotropic refinements of quad elements
# are allowed.
MESH_REGULARITY = -1 # Maximum allowed level of hanging nodes:
# MESH_REGULARITY = -1 ... arbitrary level hangning nodes (default),
# MESH_REGULARITY = 1 ... at most one-level hanging nodes,
# MESH_REGULARITY = 2 ... at most two-level hanging nodes, etc.
# Note that regular meshes are not supported, this is due to
# their notoriously bad performance.
ERR_STOP = 0.01 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 40000 # Adaptivity process stops when the number of degrees of freedom grows
# over this limit. This is to prevent h-adaptivity to go on forever.
# Load the mesh
mesh = Mesh()
mesh.load(get_example_mesh())
# mesh.load("hermes2d/examples/12.mesh")
# Initialize the shapeset and the cache
shapeset = H1Shapeset()
pss = PrecalcShapeset(shapeset)
# Create finite element space
space = H1Space(mesh, shapeset)
set_bc(space)
space.set_uniform_order(P_INIT)
# Enumerate basis functions
space.assign_dofs()
# Initialize the weak formulation
wf = WeakForm(1)
set_forms(wf)
# Matrix solver
solver = DummySolver()
# Adaptivity loop
it = 0
ndofs = 0
done = False
sln_coarse = Solution()
sln_fine = Solution()
# Solve the coarse mesh problem
ls = LinSystem(wf, solver)
ls.set_spaces(space)
ls.set_pss(pss)
ls.assemble()
ls.solve_system(sln_coarse)
# Solve the fine mesh problem
rs = RefSystem(ls)
rs.assemble()
rs.solve_system(sln_fine)
# Calculate element errors and total error estimate
hp = H1OrthoHP(space)
err_est = hp.calc_error(sln_coarse, sln_fine) * 100
def test_example_01():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
mesh.refine_all_elements()
# du_2/dn = f_1 on Gamma_3 and du_2/dn = 0 on Gamma_2, Gamma_4, Gamma_5
# u_1 = 0 and u_2 = 0 on Gamma_1
# Import modules
from hermes2d import Mesh, MeshView, H1Shapeset, PrecalcShapeset, H1Space, \
LinSystem, WeakForm, DummySolver, Solution, ScalarView, VonMisesFilter
from hermes2d.examples.c08 import set_bc, set_forms
from hermes2d.examples import get_sample_mesh
# The following parameter can be changed:
P_INIT = 4
# Load the mesh file
mesh = Mesh()
mesh.load(get_sample_mesh())
# Perform uniform mesh refinement
mesh.refine_all_elements()
# 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)
def test_example_11():
from hermes2d.examples.c11 import set_bc, set_wf_forms, set_hp_forms
SOLVE_ON_COARSE_MESH = True # If true, coarse mesh FE problem is solved in every adaptivity step.
P_INIT_U = 2 # Initial polynomial degree for u
P_INIT_V = 2 # Initial polynomial degree for v
INIT_REF_BDY = 3 # Number of initial boundary refinements
MULTI = True # MULTI = true ... use multi-mesh,
# MULTI = false ... use single-mesh.
# Note: In the single mesh option, the meshes are
# forced to be geometrically the same but the
# polynomial degrees can still vary.
THRESHOLD = 0.3 # This is a quantitative parameter of the adapt(...) function and
# it has different meanings for various adaptive strategies (see below).
STRATEGY = 1 # Adaptive strategy:
# STRATEGY = 0 ... refine elements until sqrt(THRESHOLD) times total
# error is processed. If more elements have similar errors, refine
# all to keep the mesh symmetric.
# STRATEGY = 1 ... refine all elements whose error is larger
# than THRESHOLD times maximum element error.
# STRATEGY = 2 ... refine all elements whose error is larger
# than THRESHOLD.
# More adaptive strategies can be created in adapt_ortho_h1.cpp.
CAND_LIST = CandList.H2D_HP_ANISO # Predefined list of element refinement candidates.
# Possible values are are attributes of the class CandList:
# P_ISO, P_ANISO, H_ISO, H_ANISO, HP_ISO, HP_ANISO_H, HP_ANISO_P, HP_ANISO
# See the Sphinx tutorial (http://hpfem.org/hermes2d/doc/src/tutorial-2.html#adaptive-h-fem-and-hp-fem) for details.
MESH_REGULARITY = -1 # Maximum allowed level of hanging nodes:
# MESH_REGULARITY = -1 ... arbitrary level hangning nodes (default),
# MESH_REGULARITY = 1 ... at most one-level hanging nodes,
# MESH_REGULARITY = 2 ... at most two-level hanging nodes, etc.
# Note that regular meshes are not supported, this is due to
# their notoriously bad performance.
CONV_EXP = 1 # Default value is 1.0. This parameter influences the selection of
# cancidates in hp-adaptivity. See get_optimal_refinement() for details.
MAX_ORDER = 10 # Maximum allowed element degree
ERR_STOP = 0.5 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 60000 # Adaptivity process stops when the number of degrees of freedom grows over
# this limit. This is mainly to prevent h-adaptivity to go on forever.
H2DRS_DEFAULT_ORDER = -1 # A default order. Used to indicate an unkonwn order or a maximum support order
# Load the mesh
umesh = Mesh()
vmesh = Mesh()
umesh.load(get_bracket_mesh())
if MULTI == False:
umesh.refine_towards_boundary(1, INIT_REF_BDY)
# Create initial mesh (master mesh).
vmesh.copy(umesh)
# Initial mesh refinements in the vmesh towards the boundary
if MULTI == True:
vmesh.refine_towards_boundary(1, INIT_REF_BDY)
# Create the x displacement space
uspace = H1Space(umesh, P_INIT_U)
vspace = H1Space(vmesh, P_INIT_V)
# Initialize the weak formulation
wf = WeakForm(2)
set_wf_forms(wf)
# Initialize refinement selector
selector = H1ProjBasedSelector(CAND_LIST, CONV_EXP, H2DRS_DEFAULT_ORDER)
# Initialize the coarse mesh problem
ls = LinSystem(wf)
ls.set_spaces(uspace, vspace)
u_sln_coarse = Solution()
v_sln_coarse = Solution()
u_sln_fine = Solution()
v_sln_fine = Solution()
# Assemble and Solve the fine mesh problem
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")
# 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
# their notoriously bad performance.
CONV_EXP = 1.0
ERR_STOP = 0.1 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 60000 # Adaptivity process stops when the number of degrees of freedom grows
# over this limit. This is to prevent h-adaptivity to go on forever.
H2DRS_DEFAULT_ORDER = -1 # A default order. Used to indicate an unkonwn order or a maximum support order
# Boundary markers
BDY_DIRICHLET = 1
BDY_NEUMANN = 2
# Load the mesh
mesh = Mesh()
mesh.load(get_12_mesh())
# Perform initial mesh refinements
mesh.refine_all_elements()
# 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 views
sview = ScalarView("Coarse solution", 0, 0, 600, 1000)
oview = OrderView("Polynomial orders", 1220, 0, 600, 1000)
# Note that regular meshes are not supported, this is due to
# their notoriously bad performance.
CONV_EXP = 1 # Default value is 1.0. This parameter influences the selection of
# cancidates in hp-adaptivity. See get_optimal_refinement() for details.
MAX_ORDER = 10 # Maximum allowed element degree
ERR_STOP = 0.5 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 60000 # Adaptivity process stops when the number of degrees of freedom grows over
# this limit. This is mainly to prevent h-adaptivity to go on forever.
H2DRS_DEFAULT_ORDER = -1 # A default order. Used to indicate an unkonwn order or a maximum support order
# Load the mesh
umesh = Mesh()
vmesh = Mesh()
umesh.load(get_bracket_mesh())
if MULTI == False:
umesh.refine_towards_boundary(1, INIT_REF_BDY)
# Create initial mesh (master mesh).
vmesh.copy(umesh)
# Initial mesh refinements in the vmesh towards the boundary
if MULTI == True:
vmesh.refine_towards_boundary(1, INIT_REF_BDY)
# Create the x displacement space
uspace = H1Space(umesh, P_INIT_U)
vspace = H1Space(vmesh, P_INIT_V)
# Initialize the weak formulation
# The following parameters can be changed:
UNIFORM_REF_LEVEL = 2
# Number of initial uniform mesh refinements.
CORNER_REF_LEVEL = 12
# Number of mesh refinements towards the re-entrant corner.
P_INIT = 6
# Uniform polynomial degree of all mesh elements.
# Boundary markers
NEWTON_BDY = 1
# Load the mesh file
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.
def test_example_01():
mesh = Mesh()
mesh.load(domain_mesh)
mesh.refine_all_elements()
mesh.refine_all_elements()
mesh.refine_all_elements()
# Import modules
from hermes2d import Mesh, MeshView, OrderView, H1Shapeset, PrecalcShapeset, H1Space, \
LinSystem, WeakForm, DummySolver, Solution, ScalarView, VonMisesFilter, \
OrderView
from hermes2d.examples.c07 import set_bc, set_forms
from hermes2d.examples import get_07_mesh
# The following parameters can be changed:
P_INIT = 2 # Initial polynomial degree of all mesh elements.
INIT_REF_NUM = 4 # Number of initial uniform refinements
# Load the mesh
mesh = Mesh()
mesh.load(get_07_mesh())
# Perform initial mesh refinements.
for i in range(INIT_REF_NUM):
mesh.refine_all_elements()
# 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 views
sview = ScalarView("Coarse solution", 0, 100, 798, 700)
def test_example_11():
from hermes2d.examples.c11 import set_bc, set_wf_forms, set_hp_forms
# The following parameters can be changed: In particular, compare hp- and
# h-adaptivity via the ADAPT_TYPE option, and compare the multi-mesh vs. single-mesh
# using the MULTI parameter.
P_INIT = 1 # Initial polynomial degree of all mesh elements.
MULTI = True # MULTI = true ... use multi-mesh,
# MULTI = false ... use single-mesh.
# Note: In the single mesh option, the meshes are
# forced to be geometrically the same but the
# polynomial degrees can still vary.
SAME_ORDERS = True # SAME_ORDERS = true ... when single-mesh is used,
# this forces the meshes for all components to be
# identical, including the polynomial degrees of
# corresponding elements. When multi-mesh is used,
# this parameter is ignored.
THRESHOLD = 0.3 # This is a quantitative parameter of the adapt(...) function and
# it has different meanings for various adaptive strategies (see below).
STRATEGY = 1 # Adaptive strategy:
# STRATEGY = 0 ... refine elements until sqrt(THRESHOLD) times total
# error is processed. If more elements have similar errors, refine
# all to keep the mesh symmetric.
# STRATEGY = 1 ... refine all elements whose error is larger
# than THRESHOLD times maximum element error.
# STRATEGY = 2 ... refine all elements whose error is larger
# than THRESHOLD.
# More adaptive strategies can be created in adapt_ortho_h1.cpp.
ADAPT_TYPE = 0 # Type of automatic adaptivity:
# ADAPT_TYPE = 0 ... adaptive hp-FEM (default),
# ADAPT_TYPE = 1 ... adaptive h-FEM,
# ADAPT_TYPE = 2 ... adaptive p-FEM.
ISO_ONLY = False # Isotropic refinement flag (concerns quadrilateral elements only).
# ISO_ONLY = false ... anisotropic refinement of quad elements
# is allowed (default),
# ISO_ONLY = true ... only isotropic refinements of quad elements
# are allowed.
MESH_REGULARITY = -1 # Maximum allowed level of hanging nodes:
# MESH_REGULARITY = -1 ... arbitrary level hangning nodes (default),
# MESH_REGULARITY = 1 ... at most one-level hanging nodes,
# MESH_REGULARITY = 2 ... at most two-level hanging nodes, etc.
# Note that regular meshes are not supported, this is due to
# their notoriously bad performance.
MAX_ORDER = 10 # Maximum allowed element degree
ERR_STOP = 0.5 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 40000 # Adaptivity process stops when the number of degrees of freedom grows over
# this limit. This is mainly to prevent h-adaptivity to go on forever.
# Problem constants
E = 200e9 # Young modulus for steel: 200 GPa
nu = 0.3 # Poisson ratio
lamda = (E * nu) / ((1 + nu) * (1 - 2 * nu))
mu = E / (2 * (1 + nu))
# Load the mesh
xmesh = Mesh()
ymesh = Mesh()
xmesh.load(get_bracket_mesh())
# initial mesh refinements
xmesh.refine_element(1)
xmesh.refine_element(4)
# Create initial mesh for the vertical displacement component,
# identical to the mesh for the horizontal displacement
# (bracket.mesh becomes a master mesh)
ymesh.copy(xmesh)
# Initialize the shapeset and the cache
shapeset = H1Shapeset()
xpss = PrecalcShapeset(shapeset)
ypss = PrecalcShapeset(shapeset)
# Create the x displacement space
xdisp = H1Space(xmesh, shapeset)
set_bc(xdisp)
xdisp.set_uniform_order(P_INIT)
# Create the x displacement space
ydisp = H1Space(ymesh, shapeset)
set_bc(ydisp)
ydisp.set_uniform_order(P_INIT)
# Enumerate basis functions
ndofs = xdisp.assign_dofs()
ydisp.assign_dofs(ndofs)
# Initialize the weak formulation
wf = WeakForm(2)
set_wf_forms(wf)
# Matrix solver
solver = DummySolver()
# adaptivity loop
it = 1
done = False
cpu = 0.0
x_sln_coarse = Solution()
y_sln_coarse = Solution()
x_sln_fine = Solution()
y_sln_fine = Solution()
# Calculating the number of degrees of freedom
ndofs = xdisp.assign_dofs()
ndofs += ydisp.assign_dofs(ndofs)
# Solve the coarse mesh problem
ls = LinSystem(wf, solver)
ls.set_spaces(xdisp, ydisp)
ls.set_pss(xpss, ypss)
ls.assemble()
ls.solve_system(x_sln_coarse, y_sln_coarse)
# View the solution -- this can be slow; for illustration only
stress_coarse = VonMisesFilter(x_sln_coarse, y_sln_coarse, mu, lamda)
# Solve the fine mesh problem
rs = RefSystem(ls)
rs.assemble()
rs.solve_system(x_sln_fine, y_sln_fine)
# Calculate element errors and total error estimate
hp = H1OrthoHP(xdisp, ydisp)
set_hp_forms(hp)
err_est = hp.calc_error_2(x_sln_coarse, y_sln_coarse, x_sln_fine, y_sln_fine) * 100
# Show the fine solution - this is the final result
stress_fine = VonMisesFilter(x_sln_fine, y_sln_fine, mu, lamda)
def test_example_12():
from hermes2d.examples.c12 import set_bc, set_forms
from hermes2d.examples import get_12_mesh
# The following parameters can be changed:
SOLVE_ON_COARSE_MESH = True # if true, coarse mesh FE problem is solved in every adaptivity step
P_INIT = 2 # Initial polynomial degree of all mesh elements.
THRESHOLD = 0.6 # This is a quantitative parameter of the adapt(...) function and
# it has different meanings for various adaptive strategies (see below).
STRATEGY = 0 # Adaptive strategy:
# STRATEGY = 0 ... refine elements until sqrt(THRESHOLD) times total
# error is processed. If more elements have similar errors, refine
# all to keep the mesh symmetric.
# STRATEGY = 1 ... refine all elements whose error is larger
# than THRESHOLD times maximum element error.
# STRATEGY = 2 ... refine all elements whose error is larger
# than THRESHOLD.
# More adaptive strategies can be created in adapt_ortho_h1.cpp.
CAND_LIST = CandList.H2D_HP_ANISO # Predefined list of element refinement candidates.
# Possible values are are attributes of the class CandList:
# P_ISO, P_ANISO, H_ISO, H_ANISO, HP_ISO, HP_ANISO_H, HP_ANISO_P, HP_ANISO
# See the Sphinx tutorial (http://hpfem.org/hermes2d/doc/src/tutorial-2.html#adaptive-h-fem-and-hp-fem) for details.
MESH_REGULARITY = -1 # Maximum allowed level of hanging nodes:
# MESH_REGULARITY = -1 ... arbitrary level hangning nodes (default),
# MESH_REGULARITY = 1 ... at most one-level hanging nodes,
# MESH_REGULARITY = 2 ... at most two-level hanging nodes, etc.
# Note that regular meshes are not supported, this is due to
# their notoriously bad performance.
CONV_EXP = 1.0
ERR_STOP = 0.1 # Stopping criterion for adaptivity (rel. error tolerance between the
# fine mesh and coarse mesh solution in percent).
NDOF_STOP = 60000 # Adaptivity process stops when the number of degrees of freedom grows
# over this limit. This is to prevent h-adaptivity to go on forever.
H2DRS_DEFAULT_ORDER = -1 # A default order. Used to indicate an unkonwn order or a maximum support order
# Boundary markers
BDY_DIRICHLET = 1
BDY_NEUMANN = 2
# Load the mesh
mesh = Mesh()
mesh.load(get_12_mesh())
# Perform initial mesh refinements
mesh.refine_all_elements()
# 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 refinement selector
selector = H1ProjBasedSelector(CAND_LIST, CONV_EXP, H2DRS_DEFAULT_ORDER)
# Initialize the linear system.
ls = LinSystem(wf)
ls.set_spaces(space)
sln_coarse = Solution()
sln_fine = Solution()
# 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)
# Calculate error estimate wrt. fine mesh solution
hp = H1Adapt(ls)
hp.set_solutions([sln_coarse], [sln_fine])
err_est = hp.calc_error() * 100
#! /usr/bin/env python """ Displays a mesh file. Usage: ./show_mesh.py file.mesh """ from hermes2d import Mesh, MeshView import sys filename = sys.argv[1] mesh = Mesh() mesh.load(filename) mview = MeshView(filename, 100, 100, 500, 500) mview.show(mesh, lib="mpl", method="orders")
#! /usr/bin/env python import sys from hermes2d import Mesh m = Mesh() m.load(sys.argv[1]) m.plot(lib="mpl", method="simple")
