def bc(t):
#bc_v = [DirichletBC(W.sub(0), (.0, .0), boundaries, 4)]
v1 = DirichletBC(W.sub(0), (1.e-4 * 2.0, 0.0), boundaries, 1)
v2 = DirichletBC(W.sub(0), (0.0, 0.0), boundaries, 2)
v4 = DirichletBC(W.sub(0), (0.0, 0.0), boundaries, 4)
bc_v = [v1, v2, v4]
return BlockDirichletBC([bc_v, None])
def bc(t):
p5 = DirichletBC(C.sub(0),
exact_solution_expression1,
boundaries,
1,
method="geometric")
return BlockDirichletBC([p5])
def _get_bc_2(block_V):
on_boundary = OnBoundary()
shape_2 = block_V[1].ufl_element().value_shape()
if len(shape_2) is 0:
bc2_fun = Constant(11.)
elif len(shape_2) is 1 and shape_2[0] is 2:
bc2_fun = Constant((11., 12.))
elif len(shape_2) is 1 and shape_2[0] is 3:
bc2_fun = Constant((11., 12., 13.))
elif len(shape_2) is 2:
bc2_fun = Constant(((11., 12.), (13., 14.)))
return DirichletBC(block_V.sub(1), bc2_fun, on_boundary)
def _get_bc_1(block_V):
on_boundary = OnBoundary()
shape_1 = block_V[0].ufl_element().value_shape()
if len(shape_1) is 0:
bc1_fun = Constant(1.)
elif len(shape_1) is 1 and shape_1[0] is 2:
bc1_fun = Constant((1., 2.))
elif len(shape_1) is 1 and shape_1[0] is 3:
bc1_fun = Constant((1., 2., 3.))
elif len(shape_1) is 2:
bc1_fun = Constant(((1., 2.), (3., 4.)))
return DirichletBC(block_V.sub(0), bc1_fun, on_boundary)
def addPressureBC(self, mark, value): if self.split: self.pDirichlet.append(DirichletBC(self.space.Q, value, self.grid.boundaries, mark)) else: self.dirichlet.append(DirichletBC(self.space.mixedSpace.sub(1), value, self.grid.boundaries, mark))
def addPressureHomogeneousBC(self, mark): if self.split: self.pDirichlet.append(DirichletBC(self.space.Q, Constant(0.), self.grid.boundaries, mark)) else: self.dirichlet.append(DirichletBC(self.space.mixedSpace.sub(1), Constant(0.), self.grid.boundaries, mark))
def addDisplacementBC(self, mark, value, direction): if self.split: self.uDirichlet.append(DirichletBC(self.space.W.sub(direction), value, self.grid.boundaries, mark)) else: self.dirichlet.append(DirichletBC(self.space.mixedSpace.sub(0).sub(direction), value, self.grid.boundaries, mark))
def addDisplacementHomogeneousBC(self, mark, direction): if self.split: self.uDirichlet.append(DirichletBC(self.space.W.sub(direction), Constant(0.), self.grid.boundaries, mark)) else: self.dirichlet.append(DirichletBC(self.space.mixedSpace.sub(0).sub(direction), Constant(0.), self.grid.boundaries, mark))
def m_linear(integrator_type, mesh, subdomains, boundaries, t_start, dt, T, solution0, \
alpha_0, K_0, mu_l_0, lmbda_l_0, Ks_0, \
alpha_1, K_1, mu_l_1, lmbda_l_1, Ks_1, \
alpha, K, mu_l, lmbda_l, Ks, \
cf_0, phi_0, rho_0, mu_0, k_0,\
cf_1, phi_1, rho_1, mu_1, k_1,\
cf, phi, rho, mu, k, \
pressure_freeze):
# Create mesh and define function space
parameters["ghost_mode"] = "shared_facet" # required by dS
dx = Measure('dx', domain=mesh, subdomain_data=subdomains)
ds = Measure('ds', domain=mesh, subdomain_data=boundaries)
dS = Measure('dS', domain=mesh, subdomain_data=boundaries)
C = VectorFunctionSpace(mesh, "CG", 2)
C = BlockFunctionSpace([C])
TM = TensorFunctionSpace(mesh, 'DG', 0)
PM = FunctionSpace(mesh, 'DG', 0)
n = FacetNormal(mesh)
vc = CellVolume(mesh)
fc = FacetArea(mesh)
h = vc/fc
h_avg = (vc('+') + vc('-'))/(2*avg(fc))
monitor_dt = dt
f_stress_x = Constant(-1.e3)
f_stress_y = Constant(-20.0e6)
f = Constant((0.0, 0.0)) #sink/source for displacement
I = Identity(mesh.topology().dim())
# Define variational problem
psiu, = BlockTestFunction(C)
block_u = BlockTrialFunction(C)
u, = block_split(block_u)
w = BlockFunction(C)
theta = -1.0
a_time = inner(-alpha*pressure_freeze*I,sym(grad(psiu)))*dx #quasi static
a = inner(2*mu_l*strain(u)+lmbda_l*div(u)*I, sym(grad(psiu)))*dx
rhs_a = inner(f,psiu)*dx \
+ dot(f_stress_y*n,psiu)*ds(2)
r_u = [a]
#DirichletBC
bcd1 = DirichletBC(C.sub(0).sub(0), 0.0, boundaries, 1) # No normal displacement for solid on left side
bcd3 = DirichletBC(C.sub(0).sub(0), 0.0, boundaries, 3) # No normal displacement for solid on right side
bcd4 = DirichletBC(C.sub(0).sub(1), 0.0, boundaries, 4) # No normal displacement for solid on bottom side
bcs = BlockDirichletBC([bcd1,bcd3,bcd4])
AA = block_assemble([r_u])
FF = block_assemble([rhs_a - a_time])
bcs.apply(AA)
bcs.apply(FF)
block_solve(AA, w.block_vector(), FF, "mumps")
export_solution = w
return export_solution, T
init_scalar_parameter(rho, rho_values[0], 500, subdomains)
init_scalar_parameter(vis, vis_values[0], 500, subdomains)
init_scalar_parameter(ct, ct_values[0], 500, subdomains)
init_scalar_parameter(rho, rho_values[1], 501, subdomains)
init_scalar_parameter(vis, vis_values[1], 501, subdomains)
init_scalar_parameter(ct, ct_values[1], 501, subdomains)
init_from_file_parameter_scalar_to_tensor(k, "data/het_0.csv")
T = 500.0
t = 0.0
dt = 20.0
bcd1 = DirichletBC(W.sub(0).sub(0), Constant(0.0), boundaries,
1) # No normal displacement for solid on left side
bcd3 = DirichletBC(W.sub(0).sub(0), Constant(0.0), boundaries,
3) # No normal displacement for solid on right side
bcd4 = DirichletBC(W.sub(0).sub(1), Constant(0.0), boundaries,
4) # No normal displacement for solid on bottom side
bcs = BlockDirichletBC([[bcd1, bcd3, bcd4], []])
a = inner(2 * mu_l * strain(u) + lmbda_l * div(u) * I, sym(grad(v))) * dx
b = inner(-alpha * p * I, sym(grad(v))) * dx
c = rho * alpha * div(u) * q * dx
d = (rho * ct * p * q * dx +
dt * dot(rho * k / vis * grad(p), grad(q)) * dx - dt *
dot(avg_w(rho * k / vis * grad(p), weight_e(k, n)), jump(q, n)) * dS -
