Hi,
I am trying to run the example given here:
And save the output so I can see it in ParaView.
The code gives me the following error:
RuntimeError: Degree of output Function must be same as mesh degree. Maybe the Function needs to be interpolated?
From what I understand the function spaces have the same shape as the mesh, so what is the issue?
The full code is below:
from mpi4py import MPI
from petsc4py import PETSc
import numpy as np
from dolfinx.fem import Constant, Function, functionspace, dirichletbc, form, locate_dofs_geometrical
from dolfinx.fem.petsc import assemble_matrix, assemble_vector, apply_lifting, create_vector, set_bc
from dolfinx import io
from dolfinx.mesh import create_unit_square
from basix.ufl import element
from ufl import (FacetNormal, Identity, TestFunction, TrialFunction,
div, dot, ds, dx, inner, lhs, nabla_grad, rhs, sym)
mesh = create_unit_square(MPI.COMM_WORLD, 10, 10)
t = 0
T = 10
num_steps = 500
dt = T / num_steps
v_cg2 = element("Lagrange", mesh.topology.cell_name(), 2, shape=(mesh.geometry.dim, ))
s_cg1 = element("Lagrange", mesh.topology.cell_name(), 1)
V = functionspace(mesh, v_cg2)
Q = functionspace(mesh, s_cg1)
u = TrialFunction(V)
v = TestFunction(V)
p = TrialFunction(Q)
q = TestFunction(Q)
def walls(x):
return np.logical_or(np.isclose(x[1], 0), np.isclose(x[1], 1))
wall_dofs = locate_dofs_geometrical(V, walls)
u_noslip = np.array((0,) * mesh.geometry.dim, dtype=PETSc.ScalarType)
bc_noslip = dirichletbc(u_noslip, wall_dofs, V)
def inflow(x):
return np.isclose(x[0], 0)
inflow_dofs = locate_dofs_geometrical(Q, inflow)
bc_inflow = dirichletbc(PETSc.ScalarType(8), inflow_dofs, Q)
def outflow(x):
return np.isclose(x[0], 1)
outflow_dofs = locate_dofs_geometrical(Q, outflow)
bc_outflow = dirichletbc(PETSc.ScalarType(0), outflow_dofs, Q)
bcu = [bc_noslip]
bcp = [bc_inflow, bc_outflow]
u_n = Function(V)
u_n.name = "u_n"
U = 0.5 * (u_n + u)
n = FacetNormal(mesh)
f = Constant(mesh, PETSc.ScalarType((0, 0)))
k = Constant(mesh, PETSc.ScalarType(dt))
mu = Constant(mesh, PETSc.ScalarType(1))
rho = Constant(mesh, PETSc.ScalarType(1))
# Define strain-rate tensor
def epsilon(u):
return sym(nabla_grad(u))
# Define stress tensor
def sigma(u, p):
return 2 * mu * epsilon(u) - p * Identity(len(u))
# Define the variational problem for the first step
p_n = Function(Q)
p_n.name = "p_n"
F1 = rho * dot((u - u_n) / k, v) * dx
F1 += rho * dot(dot(u_n, nabla_grad(u_n)), v) * dx
F1 += inner(sigma(U, p_n), epsilon(v)) * dx
F1 += dot(p_n * n, v) * ds - dot(mu * nabla_grad(U) * n, v) * ds
F1 -= dot(f, v) * dx
a1 = form(lhs(F1))
L1 = form(rhs(F1))
A1 = assemble_matrix(a1, bcs=bcu)
A1.assemble()
b1 = create_vector(L1)
# Define variational problem for step 2
u_ = Function(V)
a2 = form(dot(nabla_grad(p), nabla_grad(q)) * dx)
L2 = form(dot(nabla_grad(p_n), nabla_grad(q)) * dx - (rho / k) * div(u_) * q * dx)
A2 = assemble_matrix(a2, bcs=bcp)
A2.assemble()
b2 = create_vector(L2)
# Define variational problem for step 3
p_ = Function(Q)
a3 = form(rho * dot(u, v) * dx)
L3 = form(rho * dot(u_, v) * dx - k * dot(nabla_grad(p_ - p_n), v) * dx)
A3 = assemble_matrix(a3)
A3.assemble()
b3 = create_vector(L3)
# Solver for step 1
solver1 = PETSc.KSP().create(mesh.comm)
solver1.setOperators(A1)
solver1.setType(PETSc.KSP.Type.BCGS)
pc1 = solver1.getPC()
pc1.setType(PETSc.PC.Type.HYPRE)
pc1.setHYPREType("boomeramg")
# Solver for step 2
solver2 = PETSc.KSP().create(mesh.comm)
solver2.setOperators(A2)
solver2.setType(PETSc.KSP.Type.BCGS)
pc2 = solver2.getPC()
pc2.setType(PETSc.PC.Type.HYPRE)
pc2.setHYPREType("boomeramg")
# Solver for step 3
solver3 = PETSc.KSP().create(mesh.comm)
solver3.setOperators(A3)
solver3.setType(PETSc.KSP.Type.CG)
pc3 = solver3.getPC()
pc3.setType(PETSc.PC.Type.SOR)
with io.XDMFFile(MPI.COMM_WORLD, "solution.xdmf", "w") as xdmf:
xdmf.write_mesh(mesh)
xdmf.write_function(u_n, t)
xdmf.write_function(p_n, t)
for i in range(num_steps):
# Update current time step
t += dt
# Step 1: Tentative veolcity step
with b1.localForm() as loc_1:
loc_1.set(0)
assemble_vector(b1, L1)
apply_lifting(b1, [a1], [bcu])
b1.ghostUpdate(addv=PETSc.InsertMode.ADD_VALUES, mode=PETSc.ScatterMode.REVERSE)
set_bc(b1, bcu)
solver1.solve(b1, u_.x.petsc_vec)
u_.x.scatter_forward()
# Step 2: Pressure corrrection step
with b2.localForm() as loc_2:
loc_2.set(0)
assemble_vector(b2, L2)
apply_lifting(b2, [a2], [bcp])
b2.ghostUpdate(addv=PETSc.InsertMode.ADD_VALUES, mode=PETSc.ScatterMode.REVERSE)
set_bc(b2, bcp)
solver2.solve(b2, p_.x.petsc_vec)
p_.x.scatter_forward()
# Step 3: Velocity correction step
with b3.localForm() as loc_3:
loc_3.set(0)
assemble_vector(b3, L3)
b3.ghostUpdate(addv=PETSc.InsertMode.ADD_VALUES, mode=PETSc.ScatterMode.REVERSE)
solver3.solve(b3, u_.x.petsc_vec)
u_.x.scatter_forward()
# Update variable with solution form this time step
u_n.x.array[:] = u_.x.array[:]
p_n.x.array[:] = p_.x.array[:]
# Write solutions to file
xdmf.write_function(u_n, t)
xdmf.write_function(p_n, t)
# Print error only every 20th step and at the last step
if (i % 20 == 0) or (i == num_steps - 1):
print(f"Time {t:.2f}")
# Close xmdf file
xdmf.close()
b1.destroy()
b2.destroy()
b3.destroy()
solver1.destroy()
solver2.destroy()
solver3.destroy()
Thank you,
Alex