def test03_solve_2d(self):
"""
Test problem with Neumann conditions
"""
#
# Define Mesh
#
mesh = QuadMesh(resolution=(2, 1))
mesh.cells.get_child(1).mark(1)
mesh.cells.refine(refinement_flag=1)
# Mark left and right boundaries
bm_left = lambda x, dummy: np.abs(x) < 1e-9
bm_right = lambda x, dummy: np.abs(1 - x) < 1e-9
mesh.mark_region('left', bm_left, entity_type='half_edge')
mesh.mark_region('right', bm_right, entity_type='half_edge')
for etype in ['Q1', 'Q2', 'Q3']:
#
# Define element and basis type
#
element = QuadFE(2, etype)
dofhandler = DofHandler(mesh, element)
dofhandler.distribute_dofs()
u = Basis(dofhandler, 'u')
ux = Basis(dofhandler, 'ux')
uy = Basis(dofhandler, 'uy')
#
# Exact solution
#
ue = Nodal(f=lambda x: x[:, 0], basis=u)
#
# Set up forms
#
one = Constant(1)
ax = Form(kernel=Kernel(one), trial=ux, test=ux)
ay = Form(kernel=Kernel(one), trial=uy, test=uy)
L = Form(kernel=Kernel(Constant(0)), test=u)
Ln = Form(kernel=Kernel(one), test=u, dmu='ds', flag='right')
problem = [ax, ay, L, Ln]
assembler = Assembler(problem, mesh)
assembler.add_dirichlet('left', dir_fn=0)
assembler.add_hanging_nodes()
assembler.assemble()
#
# Automatic solve
#
ya = assembler.solve()
self.assertTrue(np.allclose(ue.data()[:, 0], ya))
#
# Explicit solve
#
# System Matrices
A = assembler.get_matrix().toarray()
b = assembler.get_vector()
x0 = assembler.assembled_bnd()
# Solve linear system
xa = np.zeros(u.n_dofs())
int_dofs = assembler.get_dofs('interior')
xa[int_dofs] = np.linalg.solve(A, b - x0)
# Resolve Dirichlet conditions
dir_dofs, dir_vals = assembler.get_dirichlet(asdict=False)
xa[dir_dofs] = dir_vals[:, 0]
# Resolve hanging nodes
C = assembler.hanging_node_matrix()
xa += C.dot(xa)
self.assertTrue(np.allclose(ue.data()[:, 0], xa))
def test02_solve_2d(self):
"""
Solve 2D problem with hanging nodes
"""
# Mesh
mesh = QuadMesh(resolution=(2, 2))
mesh.cells.get_leaves()[0].mark(0)
mesh.cells.refine(refinement_flag=0)
mesh.mark_region('left',
lambda x, y: abs(x) < 1e-9,
entity_type='half_edge')
mesh.mark_region('right',
lambda x, y: abs(x - 1) < 1e-9,
entity_type='half_edge')
# Element
Q1 = QuadFE(2, 'Q1')
dofhandler = DofHandler(mesh, Q1)
dofhandler.distribute_dofs()
dofhandler.set_hanging_nodes()
# Basis functions
phi = Basis(dofhandler, 'u')
phi_x = Basis(dofhandler, 'ux')
phi_y = Basis(dofhandler, 'uy')
#
# Define problem
#
problem = [
Form(1, trial=phi_x, test=phi_x),
Form(1, trial=phi_y, test=phi_y),
Form(0, test=phi)
]
ue = Nodal(f=lambda x: x[:, 0], basis=phi)
xe = ue.data().ravel()
#
# Assemble without Dirichlet and without Hanging Nodes
#
assembler = Assembler(problem, mesh)
assembler.add_dirichlet('left', dir_fn=0)
assembler.add_dirichlet('right', dir_fn=1)
assembler.add_hanging_nodes()
assembler.assemble()
# Get dofs for different regions
int_dofs = assembler.get_dofs('interior')
# Get matrix and vector
A = assembler.get_matrix().toarray()
b = assembler.get_vector()
x0 = assembler.assembled_bnd()
# Solve linear system
xa = np.zeros(phi.n_dofs())
xa[int_dofs] = np.linalg.solve(A, b - x0)
# Resolve Dirichlet conditions
dir_dofs, dir_vals = assembler.get_dirichlet(asdict=False)
xa[dir_dofs] = dir_vals[:, 0]
# Resolve hanging nodes
C = assembler.hanging_node_matrix()
xa += C.dot(xa)
self.assertTrue(np.allclose(xa, xe))
