I am trying to understand how to get stiffness matrices out computed for elasticity problems.
I ported a MEW in this post to the latest dolfinx version, so:
import dolfinx
import ufl
from ufl import ds, dx, grad, inner
from mpi4py import MPI
mesh = dolfinx.mesh.create_unit_square(MPI.COMM_WORLD, 10, 10)
V = dolfinx.fem.FunctionSpace(mesh, ("Lagrange", 1))
u = ufl.TrialFunction(V)
v = ufl.TestFunction(V)
a = inner(grad(u), grad(v)) * dx
#A = dolfinx.fem.assemble_matrix(dolfinx.fem.form(a))
A = dolfinx.fem.petsc.assemble_matrix(dolfinx.fem.form(a))
A.assemble()
B = A.convert("dense")
C = A.getDenseArray()
and it seems to work right.
The following also works
G = dolfinx.fem.assemble_matrix(dolfinx.fem.form(a))
and now G
is a dolfinx.la.MatrixCSR
object, not a petsc4py.PETSc.Mat
like t as
above. I presume the two are (numerically) equal, but do not know how to extract values from a dolfinx.la.MatrixCSR
matrix.
Furtherm if I consider a different case though,
L = 1
W = 0.2
mu = 1
rho = 1
delta = W/L
gamma = 0.4*delta**2
beta = 1.25
lambda_ = beta
g = gamma
import numpy as np
import ufl
from mpi4py import MPI
from petsc4py.PETSc import ScalarType
from dolfinx import mesh, fem, plot, io
domain = mesh.create_box(MPI.COMM_WORLD, [np.array([0,0,0]), np.array([L, W, W])],
[20,6,6], cell_type=mesh.CellType.hexahedron)
V = fem.VectorFunctionSpace(domain, ("CG", 1))
def clamped_boundary(x):
return np.isclose(x[0], 0)
fdim = domain.topology.dim - 1
boundary_facets = mesh.locate_entities_boundary(domain, fdim, clamped_boundary)
u_D = np.array([0,0,0], dtype=ScalarType)
bc = fem.dirichletbc(u_D, fem.locate_dofs_topological(V, fdim, boundary_facets), V)
T = fem.Constant(domain, ScalarType((0, 0, 0)))
ds = ufl.Measure("ds", domain=domain)
def epsilon(u):
return ufl.sym(ufl.grad(u)) # Equivalent to 0.5*(ufl.nabla_grad(u) + ufl.nabla_grad(u).T)
def sigma(u):
return lambda_ * ufl.nabla_div(u) * ufl.Identity(len(u)) + 2*mu*epsilon(u)
u = ufl.TrialFunction(V)
v = ufl.TestFunction(V)
f = fem.Constant(domain, ScalarType((0, 0, -rho*g)))
a = ufl.inner(sigma(u), epsilon(v)) * ufl.dx
L = ufl.dot(f, v) * ufl.dx + ufl.dot(T, v) * ds
problem = fem.petsc.LinearProblem(a, L, bcs=[bc], petsc_options={"ksp_type": "preonly", "pc_type": "lu"})
uh = problem.solve()
A = fem.petsc.assemble_matrix(fem.form(a), bcs=[bc])
A.assemble()
A.getValuesCSR()
works as before, but:
C = A.getDenseArray()
returns an error,
Error: error code 56
[0] [0] MatDenseGetLDA() at /home/conda/f<....>dense.c:2100
[0] No support for this operation for this object type
[0] Cannot locate function MatDenseGetLDA_C in object
same for
M = fem.assemble_matrix(fem.form(a))
giving an error
RuntimeError: Block size not yet supported
The immediate difference in the two cases is that the latter uses a VectorFunctionSpace
.
The tutorial demonstrates fem.petsc.assemble_matrix
but also uses a FunctionSpace
.
Why the errors when using DenseArray
on a a petsc4py.PETSc.Mat
object, or after M = fem.assemble_matrix(fem.form(a))
? Thanks a lot.
I tried to get to the PETSc4py code, I somehow get to this repo but I cannot figure out at all where to look for the functions used in Dolfinx, a hint would also be greatly appreciated.