def test_2_materials():
"""FenicsPart instance initialized with only one instance of Material in the materials dictionnary"""
L_x, L_y = 1, 1
mesh = fe.RectangleMesh(fe.Point(-L_x, -L_y), fe.Point(L_x, L_y), 20, 20)
dimensions = np.array(((2 * L_x, 0.0), (0.0, 2 * L_y)))
subdomains = fe.MeshFunction("size_t", mesh, 2)
class Right_part(fe.SubDomain):
def inside(self, x, on_boundary):
return x[0] >= 0 - fe.DOLFIN_EPS
subdomain_right = Right_part()
subdomains.set_all(0)
subdomain_right.mark(subdomains, 1)
E_1, E_2, nu = 1, 3, 0.3
materials = {0: mat.Material(1, 0.3, "cp"), 1: mat.Material(3, 0.3, "cp")}
rect_part = part.FenicsPart(mesh, materials, subdomains, dimensions)
elem_type = "CG"
degree = 2
strain_fspace = fe.FunctionSpace(
mesh,
fe.VectorElement(elem_type, mesh.ufl_cell(), degree, dim=3),
)
strain = fe.project(fe.Expression(("1.0+x[0]*x[0]", "0", "1.0"), degree=2),
strain_fspace)
stress = mat.sigma(rect_part.elasticity_tensor, strain)
energy = fe.assemble(fe.inner(stress, strain) * fe.dx(rect_part.mesh))
energy_theo = 2 * ((E_1 + E_2) / (1 + nu) * (1 + 28 / (15 * (1 - nu))))
assert energy == approx(energy_theo, rel=1e-13)
def test_mat_without_dictionnary():
"""FenicsPart instance initialized with only one instance of Material"""
L_x, L_y = 1, 1
mesh = fe.RectangleMesh(fe.Point(0.0, 0.0), fe.Point(L_x, L_y), 10, 10)
dimensions = np.array(((L_x, 0.0), (0.0, L_y)))
E, nu = 1, 0.3
material = mat.Material(E, nu, "cp")
rect_part = part.FenicsPart(
mesh,
materials=material,
subdomains=None,
global_dimensions=dimensions,
facet_regions=None,
)
elem_type = "CG"
degree = 2
strain_fspace = fe.FunctionSpace(
mesh,
fe.VectorElement(elem_type, mesh.ufl_cell(), degree, dim=3),
)
strain = fe.project(fe.Expression(("1.0+x[0]*x[0]", "0", "1.0"), degree=2),
strain_fspace)
stress = mat.sigma(rect_part.elasticity_tensor, strain)
energy = fe.assemble(fe.inner(stress, strain) * fe.dx(rect_part.mesh))
energy_theo = E / (1 + nu) * (1 + 28 / (15 * (1 - nu)))
assert energy == approx(energy_theo, rel=1e-13)
def genericAuxiliaryProblem(self, Fload, Epsilon0):
"""
This function compute the auxiliary problem of order N
given the sources (of auxiliary problem N-1).
It returns new localizations
"""
U2 = []
S2 = []
E2 = []
for i in range(len(Fload)):
logger.info(f"Progression : load {i+1} / {len(Fload)}")
L = (fe.dot(Fload[i], self.v) + fe.inner(
-sigma(self.rve.C_per, Epsilon0[i]), epsilon(self.v))) * fe.dx
# u_s = fe.Function(self.V)
res = fe.assemble(L)
# self.bc.apply(res) #TODO à tester. Pas nécessaire pour le moment, la ligne # K,res = fe.assemble_system(self.a,L,self.bc) était commentée.
# self.solver.solve(K, u_s.vector(), res) #* Previous method
self.solver.solve(self.w.vector(), res)
# * More info : https://fenicsproject.org/docs/dolfin/1.5.0/python/programmers-reference/cpp/la/PETScLUSolver.html
u_only = fe.interpolate(self.w.sub(0), self.V)
# ? Essayer de faire fe.assign(self.u_only, self.w.sub(0)) ?
# ? Pour le moment u_only vit dans V et V n'est pas extrait
# ? de l'espace fonctionnel mixte. Est-ce que cela marcherait si V
# ? est extrait de M ?
U2.append(u_only)
eps = epsilon(u_only) + Epsilon0[i]
E2.append(local_project(eps, self.W))
S2.append(local_project(sigma(self.rve.C_per, eps), self.W))
# TODO : Comparer les options :
# TODO e2 = fe.Function(self.W); e2.assign(self.RVE.epsilon(u_s) + Epsilon0[i])
# TODO interpolation
# TODO projection (locale)
return U2, S2, E2
def LocalizationEGbis(self):
"""
return GradE stress/strain localization fields for the EG model $u^E\diads\delta$ (as function of macro GradE)
"""
try:
out = self.localization["EGbis"]
except KeyError:
# h = self.lamination.total_thickness
self.LocalizationE()
Epsilon0 = self.Displacement2Epsilon0(self.localization["E"]["U"])
out = {
"Sigma":
[sigma(self.rve.C_per, Epsilon0[i]) for i in range(6)],
"Epsilon": Epsilon0,
}
self.localization["EGbis"] = out
return out
def LocalizationEbis(self):
"""
return E stress/strain localization fields $u^U\diads\delta$ (as function of macro E)
"""
try:
out = self.localization["Ebis"]
except KeyError:
epsilon0 = [
fe.Constant((1, 0, 0)),
fe.Constant((0, 1, 0)),
fe.Constant((0, 0, 1)),
]
Epsilon0 = [fe.interpolate(eps, self.W) for eps in epsilon0]
out = {
"Sigma":
[sigma(self.rve.C_per, Epsilon0[i]) for i in range(3)],
"Epsilon": Epsilon0,
}
self.localization["Ebis"] = out
return out
def LocalizationEGGbis(self):
"""
return GradGradE stress/strain localization fields for the EGG model $u^EG\diads\delta$ (as function of macro GradGradE)
>>> a = LaminatedComposite.paganosLaminate([1.0, 1.5, 1.0], [np.pi/3, -np.pi/3, np.pi/3])
>>> Lam = Laminate2D(a)
>>> plt=plotTransverseDistribution(Lam.LocalizationEGGbis()['Sigma'])
>>> show()
"""
try:
out = self.localization["EGGbis"]
except KeyError:
# h = self.lamination.total_thickness
self.LocalizationEG()
Epsilon0 = self.Displacement2Epsilon0(self.localization["EG"]["U"])
out = {
"Sigma":
[sigma(self.rve.C_per, Epsilon0[i]) for i in range(12)],
"Epsilon": Epsilon0,
}
self.localization["EGGbis"] = out
return out
def __init__(self, fenics_2d_part, loads, boundary_conditions, element):
"""
The FacetFunction must be the same for all BC and facet loads. Its type of value must be 'size_t' (unsigned integers).
Parameters
----------
fenics_2d_part : FEnicsPart
[description]
loads : [type]
[description]
boundary_conditions : list or tuple
All the boundary conditions.
Each of them is describe by a tuple or a dictionnary.
Only one periodic BC can be prescribed.
Format:
if Periodic BC :
{'type': 'Periodic', 'constraint': PeriodicDomain}
or
('Periodic', PeriodicDomain)
if Dirichlet BC :
{
'type': 'Dirichlet',
'constraint': the prescribed value,
'facet_function': facet function,
'facet_idx': facet function index}
or
('Dirichlet', the prescribed value, facet function, facet function index)
or
('Dirichlet', the prescribed value, indicator function)
where the indicator function is python function like :
def clamped(x, on_boundary):
return on_boundary and x[0] < tolerance
element: tuple or dict
Ex: ('CG', 2) or {'family':'Lagrange', degree:2}
"""
self.part = fenics_2d_part
# * Boundary conditions
self.per_bc = None
self.Dirichlet_bc = list()
for bc in boundary_conditions:
if isinstance(bc, dict):
bc_ = bc
bc = [bc_["type"], bc_["constraint"]]
try:
bc.append(bc_["facet_function"])
bc.append(bc_["facet_idx"])
except KeyError:
pass
bc_type, *bc_data = bc
if bc_type == "Periodic":
if self.per_bc is not None:
raise AttributeError(
"Only one periodic boundary condition can be prescribed."
)
self.per_bc = bc_data[0]
elif bc_type == "Dirichlet":
if len(bc_data) == 2 or len(bc_data) == 3:
bc_data = tuple(bc_data)
else:
raise AttributeError(
"Too much parameter for the definition of a Dirichlet BC."
)
self.Dirichlet_bc.append(bc_data)
self.measures = {self.part.dim: fe.dx, self.part.dim - 1: fe.ds}
# * Function spaces
try:
self.elmt_family = family = element["family"]
self.elmt_degree = degree = element["degree"]
except TypeError: # Which means that element is not a dictionnary
self.element_family, self.element_degree = element
family, degree = element
cell = self.part.mesh.ufl_cell()
Voigt_strain_dim = int(self.part.dim * (self.part.dim + 1) / 2)
strain_deg = degree - 1 if degree >= 1 else 0
strain_FE = fe.VectorElement("DG",
cell,
strain_deg,
dim=Voigt_strain_dim)
self.scalar_fspace = fe.FunctionSpace(
self.part.mesh,
fe.FiniteElement(family, cell, degree),
constrained_domain=self.per_bc,
)
self.displ_fspace = fe.FunctionSpace(
self.part.mesh,
fe.VectorElement(family, cell, degree, dim=self.part.dim),
constrained_domain=self.per_bc,
)
self.strain_fspace = fe.FunctionSpace(self.part.mesh,
strain_FE,
constrained_domain=self.per_bc)
self.v = fe.TestFunction(self.displ_fspace)
self.u = fe.TrialFunction(self.displ_fspace)
self.a = (fe.inner(
mat.sigma(self.part.elasticity_tensor, mat.epsilon(self.u)),
mat.epsilon(self.v),
) * self.measures[self.part.dim])
self.K = fe.assemble(self.a)
# * Create suitable objects for Dirichlet boundary conditions
for i, bc_data in enumerate(self.Dirichlet_bc):
self.Dirichlet_bc[i] = fe.DirichletBC(self.displ_fspace, *bc_data)
# ? Vu comment les conditions aux limites de Dirichlet interviennent dans le problème, pas sûr que ce soit nécessaire que toutes soient définies avec la même facetfunction
# * Taking into account the loads
if loads:
self.set_loads(loads)
else:
self.loads_data = None
self.load_integrals = None
# * Prepare attribute for the solver
self.solver = None
def __init__(self, fenics_2d_rve, **kwargs):
"""[summary]
Parameters
----------
object : [type]
[description]
fenics_2d_rve : [type]
[description]
element : tuple or dict
Type and degree of element for displacement FunctionSpace
Ex: ('CG', 2) or {'family':'Lagrange', degree:2}
solver : dict
Choose the type of the solver, its method and the preconditioner.
An up-to-date list of the available solvers and preconditioners
can be obtained with dolfin.list_linear_solver_methods() and
dolfin.list_krylov_solver_preconditioners().
"""
self.rve = fenics_2d_rve
self.topo_dim = topo_dim = fenics_2d_rve.dim
try:
bottom_left_corner = fenics_2d_rve.bottom_left_corner
except AttributeError:
logger.warning(
"For the definition of the periodicity boundary conditions,"
"the bottom left corner of the RVE is assumed to be on (0.,0.)"
)
bottom_left_corner = np.zeros(shape=(topo_dim, ))
self.pbc = periodicity.PeriodicDomain.pbc_dual_base(
fenics_2d_rve.gen_vect, "XY", bottom_left_corner, topo_dim)
solver = kwargs.pop("solver", {})
# {'type': solver_type, 'method': solver_method, 'preconditioner': preconditioner}
s_type = solver.pop("type", None)
s_method = solver.pop("method", SOLVER_METHOD)
s_precond = solver.pop("preconditioner", None)
if s_type is None:
if s_method in DOLFIN_KRYLOV_METHODS.keys():
s_type = "Krylov"
elif s_method in DOLFIN_LU_METHODS.keys():
s_type = "LU"
else:
raise RuntimeError("The indicated solver method is unknown.")
self._solver = dict(type=s_type, method=s_method)
if s_precond:
self._solver["preconditioner"] = s_precond
element = kwargs.pop("element", ("Lagrange", 2))
if isinstance(element, dict):
element = (element["family"], element["degree"])
self._element = element
# * Function spaces
cell = self.rve.mesh.ufl_cell()
self.scalar_FE = fe.FiniteElement(element[0], cell, element[1])
self.displ_FE = fe.VectorElement(element[0], cell, element[1])
strain_deg = element[1] - 1 if element[1] >= 1 else 0
strain_dim = int(topo_dim * (topo_dim + 1) / 2)
self.strain_FE = fe.VectorElement("DG",
cell,
strain_deg,
dim=strain_dim)
# Espace fonctionel scalaire
self.X = fe.FunctionSpace(self.rve.mesh,
self.scalar_FE,
constrained_domain=self.pbc)
# Espace fonctionnel 3D : deformations, notations de Voigt
self.W = fe.FunctionSpace(self.rve.mesh, self.strain_FE)
# Espace fonctionel 2D pour les champs de deplacement
# TODO : reprendre le Ve défini pour l'espace fonctionnel mixte. Par ex: V = FunctionSpace(mesh, Ve)
self.V = fe.VectorFunctionSpace(self.rve.mesh,
element[0],
element[1],
constrained_domain=self.pbc)
# * Espace fonctionel mixte pour la résolution :
# * 2D pour les champs + scalaire pour multiplicateur de Lagrange
# "R" : Real element with one global degree of freedom
self.real_FE = fe.VectorElement("R", cell, 0)
self.M = fe.FunctionSpace(
self.rve.mesh,
fe.MixedElement([self.displ_FE, self.real_FE]),
constrained_domain=self.pbc,
)
# Define variational problem
self.v, self.lamb_ = fe.TestFunctions(self.M)
self.u, self.lamb = fe.TrialFunctions(self.M)
self.w = fe.Function(self.M)
# bilinear form
self.a = (
fe.inner(sigma(self.rve.C_per, epsilon(self.u)), epsilon(self.v)) *
fe.dx + fe.dot(self.lamb_, self.u) * fe.dx +
fe.dot(self.lamb, self.v) * fe.dx)
self.K = fe.assemble(self.a)
if self._solver["type"] == "Krylov":
self.solver = fe.KrylovSolver(self.K, self._solver["method"])
elif self._solver["type"] == "LU":
self.solver = fe.LUSolver(self.K, self._solver["method"])
self.solver.parameters["symmetric"] = True
try:
self.solver.parameters.preconditioner = self._solver[
"preconditioner"]
except KeyError:
pass
# fe.info(self.solver.parameters, True)
self.localization = dict()
# dictionary of localization field objects,
# will be filled up when calling auxiliary problems (lazy evaluation)
self.ConstitutiveTensors = dict()
def test_get_domains_gmsh(plots=False):
""" Get subdomains and partition of the boundary from a .msh file. """
name = "test_domains"
local_dir = Path(__file__).parent
mesh_file = local_dir.joinpath(name + ".msh")
gmsh.model.add(name)
L_x, L_y = 2.0, 2.0
H = 1.0
vertices = [(0.0, 0.0), (0.0, L_y), (L_x, L_y), (L_x, 0.0)]
contour = geo.LineLoop([geo.Point(np.array(c)) for c in vertices], False)
surface = geo.PlaneSurface(contour)
inclusion_vertices = list()
for coord in [
(H / 2, -H / 2, 0.0),
(H / 2, H / 2, 0.0),
(-H / 2, H / 2, 0.0),
(-H / 2, -H / 2, 0.0),
]:
vertex = geo.translation(geo.Point((L_x / 2, L_y / 2)), coord)
inclusion_vertices.append(vertex)
inclusion = geo.PlaneSurface(geo.LineLoop(inclusion_vertices, False))
for s in [surface, inclusion]:
s.add_gmsh()
factory.synchronize()
(stiff_s, ) = geo.surface_bool_cut(surface, inclusion)
factory.synchronize()
(soft_s, ) = geo.surface_bool_cut(surface, stiff_s)
factory.synchronize()
domains = {
"stiff": geo.PhysicalGroup(stiff_s, 2),
"soft": geo.PhysicalGroup(soft_s, 2),
}
boundaries = {
"S": geo.PhysicalGroup(surface.ext_contour.sides[0], 1),
"W": geo.PhysicalGroup(surface.ext_contour.sides[1], 1),
"N": geo.PhysicalGroup(surface.ext_contour.sides[2], 1),
"E": geo.PhysicalGroup(surface.ext_contour.sides[3], 1),
}
for group in domains.values():
group.add_gmsh()
for group in boundaries.values():
group.add_gmsh()
charact_field = mesh_tools.MathEvalField("0.05")
mesh_tools.set_background_mesh(charact_field)
geo.set_gmsh_option("Mesh.SaveAll", 0)
model.mesh.generate(1)
model.mesh.generate(2)
gmsh.model.mesh.removeDuplicateNodes()
gmsh.write(str(mesh_file))
E_1, E_2, nu = 1, 3, 0.3
materials = {
domains["soft"].tag: mat.Material(E_1, nu, "cp"),
domains["stiff"].tag: mat.Material(E_1, nu, "cp"),
}
test_part = part.FenicsPart.part_from_file(mesh_file,
materials,
subdomains_import=True)
assert test_part.mat_area == approx(L_x * L_y)
elem_type = "CG"
degree = 2
V = fe.VectorFunctionSpace(test_part.mesh, elem_type, degree)
W = fe.FunctionSpace(
test_part.mesh,
fe.VectorElement(elem_type, test_part.mesh.ufl_cell(), degree, dim=3),
)
boundary_conditions = {
boundaries["N"].tag: fe.Expression(("x[0]-1", "1"), degree=1),
boundaries["S"].tag: fe.Expression(("x[0]-1", "-1"), degree=1),
boundaries["E"].tag: fe.Expression(("1", "x[1]-1"), degree=1),
boundaries["W"].tag: fe.Expression(("-1", "x[1]-1"), degree=1),
}
bcs = list()
for tag, val in boundary_conditions.items():
bcs.append(fe.DirichletBC(V, val, test_part.facet_regions, tag))
ds = fe.Measure("ds",
domain=test_part.mesh,
subdomain_data=test_part.facet_regions)
v = fe.TestFunctions(V)
u = fe.TrialFunctions(V)
F = (fe.inner(mat.sigma(test_part.elasticity_tensor, mat.epsilon(u)),
mat.epsilon(v)) * fe.dx)
a, L = fe.lhs(F), fe.rhs(F)
u_sol = fe.Function(V)
fe.solve(a == L, u_sol, bcs)
strain = fe.project(mat.epsilon(u_sol), W)
if plots:
import matplotlib.pyplot as plt
plt.figure()
plot = fe.plot(u_sol)
plt.colorbar(plot)
plt.figure()
plot = fe.plot(strain[0])
plt.colorbar(plot)
plt.figure()
plot = fe.plot(strain[1])
plt.colorbar(plot)
plt.figure()
plot = fe.plot(strain[2])
plt.colorbar(plot)
plt.show()
error = fe.errornorm(
strain,
fe.Expression(("1", "1", "0"), degree=0),
degree_rise=3,
mesh=test_part.mesh,
)
assert error == approx(0, abs=1e-12)
materials = {
domains["soft"].tag: mat.Material(E_1, nu, "cp"),
domains["stiff"].tag: mat.Material(E_2, nu, "cp"),
}
test_part = part.FenicsPart.part_from_file(mesh_file,
materials,
subdomains_import=True)
V = fe.VectorFunctionSpace(test_part.mesh, elem_type, degree)
W = fe.FunctionSpace(
test_part.mesh,
fe.VectorElement(elem_type, test_part.mesh.ufl_cell(), degree, dim=3),
)
bcs = list()
for tag, val in boundary_conditions.items():
bcs.append(fe.DirichletBC(V, val, test_part.facet_regions, tag))
v = fe.TestFunctions(V)
u = fe.TrialFunctions(V)
F = (fe.inner(mat.sigma(test_part.elasticity_tensor, mat.epsilon(u)),
mat.epsilon(v)) * fe.dx)
a, L = fe.lhs(F), fe.rhs(F)
u_sol = fe.Function(V)
fe.solve(a == L, u_sol, bcs)
strain = mat.epsilon(u_sol)
stress = mat.sigma(test_part.elasticity_tensor, strain)
energy = 0.5 * fe.assemble(
fe.inner(stress, strain) * fe.dx(test_part.mesh))
energy_abaqus = 12.8788939
assert energy == approx(energy_abaqus, rel=1e-3)
geo.reset()
def sigma(self, eps):
return mat.sigma(self.C_per, eps)