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# Copyright (C) 2020 Jørgen S. Dokken
#
# This file is part of DOLFINX_MPC
#
# SPDX-License-Identifier: MIT
#
# This demo demonstrates how to solve a contact problem between
# two stacked cubes.
# The bottom cube is fixed at the bottom surface
# The top cube has a force applied normal to its to surface.
# A slip condition is implemented at the interface of the cube.
# Additional constraints to avoid tangential movement is
# added to the to left corner of the top cube.
from argparse import ArgumentDefaultsHelpFormatter, ArgumentParser
import numpy as np
import scipy.sparse.linalg
from dolfinx.common import Timer, TimingType, list_timings
from dolfinx.fem import (Constant, VectorFunctionSpace, apply_lifting,
assemble_matrix, assemble_vector, dirichletbc, form,
locate_dofs_geometrical, set_bc)
from dolfinx.io import XDMFFile
from dolfinx.log import LogLevel, set_log_level
from dolfinx.mesh import locate_entities_boundary, meshtags
from dolfinx_mpc import LinearProblem, MultiPointConstraint
from dolfinx_mpc.utils import (compare_mpc_lhs, compare_mpc_rhs,
create_normal_approximation,
facet_normal_approximation, gather_PETScMatrix,
gather_PETScVector,
gather_transformation_matrix, log_info,
rigid_motions_nullspace, rotation_matrix)
from mpi4py import MPI
from petsc4py import PETSc
from ufl import (Identity, Measure, TestFunction, TrialFunction, dx, grad,
inner, sym, tr)
from create_and_export_mesh import gmsh_2D_stacked, mesh_2D_dolfin
set_log_level(LogLevel.ERROR)
def demo_stacked_cubes(outfile: XDMFFile, theta: float, gmsh: bool = True, quad: bool = False,
compare: bool = False, res: float = 0.1):
log_info(f"Run theta:{theta:.2f}, Quad: {quad}, Gmsh {gmsh}, Res {res:.2e}")
celltype = "quadrilateral" if quad else "triangle"
if gmsh:
mesh, mt = gmsh_2D_stacked(celltype, theta)
mesh.name = f"mesh_{celltype}_{theta:.2f}_gmsh"
else:
mesh_name = "mesh"
filename = f"meshes/mesh_{celltype}_{theta:.2f}.xdmf"
mesh_2D_dolfin(celltype, theta)
with XDMFFile(MPI.COMM_WORLD, filename, "r") as xdmf:
mesh = xdmf.read_mesh(name=mesh_name)
mesh.name = f"mesh_{celltype}_{theta:.2f}"
tdim = mesh.topology.dim
fdim = tdim - 1
mesh.topology.create_connectivity(tdim, tdim)
mesh.topology.create_connectivity(fdim, tdim)
mt = xdmf.read_meshtags(mesh, name="facet_tags")
# Helper until meshtags can be read in from xdmf
V = VectorFunctionSpace(mesh, ("Lagrange", 1))
r_matrix = rotation_matrix([0, 0, 1], theta)
g_vec = np.dot(r_matrix, [0, -1.25e2, 0])
g = Constant(mesh, PETSc.ScalarType(g_vec[:2]))
def bottom_corner(x):
return np.isclose(x, [[0], [0], [0]]).all(axis=0)
# Fix bottom corner
bc_value = np.array((0,) * mesh.geometry.dim, dtype=PETSc.ScalarType)
bottom_dofs = locate_dofs_geometrical(V, bottom_corner)
bc_bottom = dirichletbc(bc_value, bottom_dofs, V)
bcs = [bc_bottom]
# Elasticity parameters
E = PETSc.ScalarType(1.0e3)
nu = 0
mu = Constant(mesh, E / (2.0 * (1.0 + nu)))
lmbda = Constant(mesh, E * nu / ((1.0 + nu) * (1.0 - 2.0 * nu)))
# Stress computation
def sigma(v):
return (2.0 * mu * sym(grad(v)) + lmbda * tr(sym(grad(v))) * Identity(len(v)))
# Define variational problem
u = TrialFunction(V)
v = TestFunction(V)
a = inner(sigma(u), grad(v)) * dx
ds = Measure("ds", domain=mesh, subdomain_data=mt, subdomain_id=3)
rhs = inner(Constant(mesh, PETSc.ScalarType((0, 0))), v) * dx + inner(g, v) * ds
def left_corner(x):
return np.isclose(x.T, np.dot(r_matrix, [0, 2, 0])).all(axis=1)
# Create multi point constraint
mpc = MultiPointConstraint(V)
with Timer("~Contact: Create contact constraint"):
nh = create_normal_approximation(V, mt, 4)
mpc.create_contact_slip_condition(mt, 4, 9, nh)
with Timer("~Contact: Add non-slip condition at bottom interface"):
bottom_normal = facet_normal_approximation(V, mt, 5)
mpc.create_slip_constraint(V, (mt, 5), bottom_normal, bcs=bcs)
with Timer("~Contact: Add tangential constraint at one point"):
vertex = locate_entities_boundary(mesh, 0, left_corner)
tangent = facet_normal_approximation(V, mt, 3, tangent=True)
mtv = meshtags(mesh, 0, vertex, np.full(len(vertex), 6, dtype=np.int32))
mpc.create_slip_constraint(V, (mtv, 6), tangent, bcs=bcs)
mpc.finalize()
rtol = 1e-9
petsc_options = {"ksp_rtol": 1e-9,
"pc_type": "gamg", "pc_gamg_type": "agg", "pc_gamg_square_graph": 2,
"pc_gamg_threshold": 0.02, "pc_gamg_coarse_eq_limit": 1000, "pc_gamg_sym_graph": True,
"mg_levels_ksp_type": "chebyshev", "mg_levels_pc_type": "jacobi",
"mg_levels_esteig_ksp_type": "cg"
# , "help": None, "ksp_view": None
}
# Solve Linear problem
problem = LinearProblem(a, rhs, mpc, bcs=bcs, petsc_options=petsc_options)
# Build near nullspace
null_space = rigid_motions_nullspace(mpc.function_space)
problem.A.setNearNullSpace(null_space)
u_h = problem.solve()
it = problem.solver.getIterationNumber()
if MPI.COMM_WORLD.rank == 0:
print("Number of iterations: {0:d}".format(it))
unorm = u_h.vector.norm()
if MPI.COMM_WORLD.rank == 0:
print(f"Norm of u: {unorm}")
# Write solution to file
ext = "_gmsh" if gmsh else ""
u_h.name = "u_mpc_{0:s}_{1:.2f}{2:s}".format(celltype, theta, ext)
outfile.write_mesh(mesh)
outfile.write_function(u_h, 0.0, f"Xdmf/Domain/Grid[@Name='{mesh.name}'][1]")
# Solve the MPC problem using a global transformation matrix
# and numpy solvers to get reference values
if not compare:
return
log_info("Solving reference problem with global matrix (using numpy)")
with Timer("~MPC: Reference problem"):
# Generate reference matrices and unconstrained solution
A_org = assemble_matrix(form(a), bcs)
A_org.assemble()
L_org = assemble_vector(form(rhs))
apply_lifting(L_org, [form(a)], [bcs])
L_org.ghostUpdate(addv=PETSc.InsertMode.ADD_VALUES, mode=PETSc.ScatterMode.REVERSE)
set_bc(L_org, bcs)
root = 0
with Timer("~MPC: Verification"):
compare_mpc_lhs(A_org, problem.A, mpc, root=root)
compare_mpc_rhs(L_org, problem.b, mpc, root=root)
# Gather LHS, RHS and solution on one process
A_csr = gather_PETScMatrix(A_org, root=root)
K = gather_transformation_matrix(mpc, root=root)
L_np = gather_PETScVector(L_org, root=root)
u_mpc = gather_PETScVector(u_h.vector, root=root)
if MPI.COMM_WORLD.rank == root:
KTAK = K.T * A_csr * K
reduced_L = K.T @ L_np
# Solve linear system
d = scipy.sparse.linalg.spsolve(KTAK, reduced_L)
# Back substitution to full solution vector
uh_numpy = K @ d
assert np.allclose(uh_numpy, u_mpc, rtol=rtol)
if __name__ == "__main__":
parser = ArgumentParser(formatter_class=ArgumentDefaultsHelpFormatter)
parser.add_argument("--res", default=0.1, type=np.float64, dest="res",
help="Resolution of Mesh")
parser.add_argument("--theta", default=np.pi / 3, type=np.float64, dest="theta",
help="Rotation angle around axis [1, 1, 0]")
quad = parser.add_mutually_exclusive_group(required=False)
quad.add_argument('--quad', dest='quad', action='store_true',
help="Use quadrilateral mesh", default=False)
gmsh = parser.add_mutually_exclusive_group(required=False)
gmsh.add_argument('--gmsh', dest='gmsh', action='store_true',
help="Gmsh mesh instead of built-in grid", default=False)
comp = parser.add_mutually_exclusive_group(required=False)
comp.add_argument('--compare', dest='compare', action='store_true',
help="Compare with global solution", default=False)
time = parser.add_mutually_exclusive_group(required=False)
time.add_argument('--timing', dest='timing', action='store_true',
help="List timings", default=False)
args = parser.parse_args()
# Create results file
outfile = XDMFFile(MPI.COMM_WORLD, "results/demo_contact_2D.xdmf", "w")
# Run demo for input parameters
demo_stacked_cubes(outfile, theta=args.theta, gmsh=args.gmsh, quad=args.quad,
compare=args.compare, res=args.res)
outfile.close()
if args.timing:
list_timings(MPI.COMM_WORLD, [TimingType.wall])
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