コード例 #1
0
def test_mixed_element_vector_element_form(cell_type, sign, order):
    if cell_type == CellType.triangle or cell_type == CellType.quadrilateral:
        mesh = create_unit_square(MPI.COMM_WORLD, 2, 2, cell_type)
    else:
        mesh = create_unit_cube(MPI.COMM_WORLD, 2, 2, 2, cell_type)

    if cell_type == CellType.triangle:
        U_el = MixedElement([VectorElement("Lagrange", ufl.triangle, order),
                             FiniteElement("N1curl", ufl.triangle, order)])
    elif cell_type == CellType.quadrilateral:
        U_el = MixedElement([VectorElement("Lagrange", ufl.quadrilateral, order),
                             FiniteElement("RTCE", ufl.quadrilateral, order)])
    elif cell_type == CellType.tetrahedron:
        U_el = MixedElement([VectorElement("Lagrange", ufl.tetrahedron, order),
                             FiniteElement("N1curl", ufl.tetrahedron, order)])
    elif cell_type == CellType.hexahedron:
        U_el = MixedElement([VectorElement("Lagrange", ufl.hexahedron, order),
                             FiniteElement("NCE", ufl.hexahedron, order)])

    U = FunctionSpace(mesh, U_el)
    u, p = ufl.TrialFunctions(U)
    v, q = ufl.TestFunctions(U)
    f = form(inner(u, v) * ufl.dx + inner(p, q)(sign) * ufl.dS)

    A = dolfinx.fem.assemble_matrix(f)
    A.assemble()

    check_symmetry(A)
コード例 #2
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def build_ufl_element_list():
    """Build collection of UFL elements"""

    elements = []

    # Lagrange elements
    for cell in (interval, triangle, tetrahedron):
        for p in range(1, 2):
            elements.append(FiniteElement("Lagrange", cell, p))
            elements.append(VectorElement("Lagrange", cell, p))
            elements.append(
                FiniteElement("Discontinuous Lagrange", cell, p - 1))

    # Vector elements
    for cell in (triangle, tetrahedron):
        for p in range(1, 2):
            elements.append(FiniteElement("RT", cell, p))
            elements.append(FiniteElement("BDM", cell, p))
            elements.append(FiniteElement("N1curl", cell, p))
            elements.append(FiniteElement("N2curl", cell, p))
            elements.append(
                FiniteElement("Discontinuous Raviart-Thomas", cell, p))

    # Mixed elements
    for cell in (interval, triangle, tetrahedron):
        for p in range(1, 3):
            e0 = FiniteElement("Lagrange", cell, p + 1)
            e1 = FiniteElement("Lagrange", cell, p)
            e2 = VectorElement("Lagrange", cell, p + 1)

            elements.append(MixedElement([e0, e0]))
            elements.append(MixedElement([e0, e1]))
            elements.append(MixedElement([e1, e0]))
            elements.append(MixedElement([e2, e1]))
            elements.append(MixedElement([MixedElement([e1, e1]), e0]))

    for cell in (triangle, tetrahedron):
        for p in range(1, 2):
            e0 = FiniteElement("Lagrange", cell, p + 1)
            e1 = FiniteElement("Lagrange", cell, p)
            e2 = VectorElement("Lagrange", cell, p + 1)
            e3 = FiniteElement("BDM", cell, p)
            e4 = FiniteElement("RT", cell, p + 1)
            e5 = FiniteElement("N1curl", cell, p)

            elements.append(MixedElement([e1, e2]))
            elements.append(MixedElement([e3, MixedElement([e4, e5])]))

    # Misc elements
    for cell in (triangle, ):
        for p in range(1, 2):
            elements.append(FiniteElement("HHJ", cell, p))

    for cell in (triangle, tetrahedron):
        elements.append(FiniteElement("CR", cell, 1))
        for p in range(1, 2):
            elements.append(FiniteElement("Regge", cell, p))

    return elements
コード例 #3
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def test_global_dof_builder(mesh_factory):
    func, args = mesh_factory
    mesh = func(*args)

    V = VectorElement("CG", mesh.ufl_cell(), 1)
    Q = FiniteElement("CG", mesh.ufl_cell(), 1)
    R = FiniteElement("R", mesh.ufl_cell(), 0)

    W = FunctionSpace(mesh, MixedElement([Q, Q, Q, R]))
    W = FunctionSpace(mesh, MixedElement([Q, Q, R, Q]))
    W = FunctionSpace(mesh, V * R)
    W = FunctionSpace(mesh, R * V)
    assert (W)
コード例 #4
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def test_taylor_hood_cube():
    pytest.xfail("Problem with Mixed Function Spaces")
    meshc = UnitCubeMesh(MPI.comm_world, 2, 2, 2)
    meshf = UnitCubeMesh(MPI.comm_world, 3, 4, 5)

    Ve = VectorElement("CG", meshc.ufl_cell(), 2)
    Qe = FiniteElement("CG", meshc.ufl_cell(), 1)
    Ze = MixedElement([Ve, Qe])

    Zc = FunctionSpace(meshc, Ze)
    Zf = FunctionSpace(meshf, Ze)

    def z(values, x):
        values[:, 0] = x[:, 0] * x[:, 1]
        values[:, 1] = x[:, 1] * x[:, 2]
        values[:, 2] = x[:, 2] * x[:, 0]
        values[:, 3] = x[:, 0] + 3.0 * x[:, 1] + x[:, 2]

    zc = interpolate(z, Zc)
    zf = interpolate(z, Zf)

    mat = PETScDMCollection.create_transfer_matrix(Zc, Zf)
    Zuc = Function(Zf)
    mat.mult(zc.vector, Zuc.vector)
    Zuc.vector.update_ghost_values()

    diff = Function(Zf)
    diff.assign(Zuc - zf)
    assert diff.vector.norm("l2") < 1.0e-12
コード例 #5
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def test_taylor_hood_cube():
    pytest.xfail("Problem with Mixed Function Spaces")
    meshc = UnitCubeMesh(MPI.comm_world, 2, 2, 2)
    meshf = UnitCubeMesh(MPI.comm_world, 3, 4, 5)

    Ve = VectorElement("CG", meshc.ufl_cell(), 2)
    Qe = FiniteElement("CG", meshc.ufl_cell(), 1)
    Ze = MixedElement([Ve, Qe])

    Zc = FunctionSpace(meshc, Ze)
    Zf = FunctionSpace(meshf, Ze)

    def z(x):
        return np.row_stack((x[0] * x[1],
                             x[1] * x[2],
                             x[2] * x[0],
                             x[0] + 3.0 * x[1] + x[2]))

    zc, zf = Function(Zc), Function(Zf)
    zc.interpolate(z)
    zf.interpolate(z)

    mat = PETScDMCollection.create_transfer_matrix(Zc, Zf)
    Zuc = Function(Zf)
    mat.mult(zc.vector, Zuc.vector)
    Zuc.vector.update_ghost_values()

    diff = Function(Zf)
    diff.assign(Zuc - zf)
    assert diff.vector.norm("l2") < 1.0e-12
コード例 #6
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def test_physically_mapped_facet():
    mesh = Mesh(VectorElement("P", triangle, 1))

    # set up variational problem
    U = FiniteElement("Morley", mesh.ufl_cell(), 2)
    V = FiniteElement("P", mesh.ufl_cell(), 1)
    R = FiniteElement("P", mesh.ufl_cell(), 1)
    Vv = VectorElement(BrokenElement(V))
    Qhat = VectorElement(BrokenElement(V[facet]))
    Vhat = VectorElement(V[facet])
    Z = FunctionSpace(mesh, MixedElement(U, Vv, Qhat, Vhat, R))

    z = Coefficient(Z)
    u, d, qhat, dhat, lam = split(z)

    s = FacetNormal(mesh)
    trans = as_matrix([[1, 0], [0, 1]])
    mat = trans*grad(grad(u))*trans + outer(d, d) * u
    J = (u**2*dx +
         u**3*dx +
         u**4*dx +
         inner(mat, mat)*dx +
         inner(grad(d), grad(d))*dx +
         dot(s, d)**2*ds)
    L_match = inner(qhat, dhat - d)
    L = J + inner(lam, inner(d, d)-1)*dx + (L_match('+') + L_match('-'))*dS + L_match*ds
    compile_form(L)
コード例 #7
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ファイル: fiatinterface.py プロジェクト: vsujeesh/ffcx
def _create_mixed_finiteelement(
        element: ufl.MixedElement) -> FIAT.MixedElement:
    elements = []

    def rextract(els):
        for e in els:
            if isinstance(e, ufl.MixedElement) \
                    and not isinstance(e, ufl.VectorElement) \
                    and not isinstance(e, ufl.TensorElement):
                rextract(e.sub_elements())
            else:
                elements.append(e)

    rextract(element.sub_elements())
    return FIAT.MixedElement(map(_create_element, elements))
コード例 #8
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ファイル: pmg.py プロジェクト: connorjward/firedrake
    def reconstruct_degree(ele, N):
        """
        Reconstruct an element, modifying its polynomial degree.

        By default, reconstructed EnrichedElements, TensorProductElements,
        and MixedElements will have the degree of the sub-elements shifted
        by the same amount so that the maximum degree is N.
        This is useful to coarsen spaces like NCF(N) x DQ(N-1).

        :arg ele: a :class:`ufl.FiniteElement` to reconstruct,
        :arg N: an integer degree.

        :returns: the reconstructed element
        """
        if isinstance(ele, VectorElement):
            return VectorElement(PMGBase.reconstruct_degree(
                ele._sub_element, N),
                                 dim=ele.num_sub_elements())
        elif isinstance(ele, TensorElement):
            return TensorElement(PMGBase.reconstruct_degree(
                ele._sub_element, N),
                                 shape=ele.value_shape(),
                                 symmetry=ele.symmetry())
        elif isinstance(ele, EnrichedElement):
            shift = N - PMGBase.max_degree(ele)
            return EnrichedElement(
                *(PMGBase.reconstruct_degree(e,
                                             PMGBase.max_degree(e) + shift)
                  for e in ele._elements))
        elif isinstance(ele, TensorProductElement):
            shift = N - PMGBase.max_degree(ele)
            return TensorProductElement(*(PMGBase.reconstruct_degree(
                e,
                PMGBase.max_degree(e) + shift) for e in ele.sub_elements()),
                                        cell=ele.cell())
        elif isinstance(ele, MixedElement):
            shift = N - PMGBase.max_degree(ele)
            return MixedElement(
                *(PMGBase.reconstruct_degree(e,
                                             PMGBase.max_degree(e) + shift)
                  for e in ele.sub_elements()))
        else:
            try:
                return type(ele)(PMGBase.reconstruct_degree(ele._element, N))
            except AttributeError:
                return ele.reconstruct(degree=N)
コード例 #9
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def test_block_size(mesh):
    meshes = [
        UnitSquareMesh(8, 8),
        UnitCubeMesh(4, 4, 4),
        UnitSquareMesh(8, 8, CellType.quadrilateral),
        UnitCubeMesh(4, 4, 4, CellType.hexahedron)
    ]
    for mesh in meshes:
        P2 = FiniteElement("Lagrange", mesh.ufl_cell(), 2)

        V = FunctionSpace(mesh, P2)
        assert V.dofmap.block_size == 1

        V = FunctionSpace(mesh, P2 * P2)
        assert V.dofmap.index_map.block_size == 2

        for i in range(1, 6):
            W = FunctionSpace(mesh, MixedElement(i * [P2]))
            assert W.dofmap.index_map.block_size == i

        V = VectorFunctionSpace(mesh, ("Lagrange", 2))
        assert V.dofmap.index_map.block_size == mesh.geometry.dim
コード例 #10
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ファイル: test_tsfc_182.py プロジェクト: tj-sun/tsfc
def test_delta_elimination(mode):
    # Code sample courtesy of Marco Morandini:
    # https://github.com/firedrakeproject/tsfc/issues/182
    scheme = "default"
    degree = 3

    element_lambda = FiniteElement("Quadrature",
                                   tetrahedron,
                                   degree,
                                   quad_scheme=scheme)
    element_eps_p = VectorElement("Quadrature",
                                  tetrahedron,
                                  degree,
                                  dim=6,
                                  quad_scheme=scheme)

    element_chi_lambda = MixedElement(element_eps_p, element_lambda)

    chi_lambda = Coefficient(element_chi_lambda)
    delta_chi_lambda = TestFunction(element_chi_lambda)

    L = inner(delta_chi_lambda, chi_lambda) * dx(degree=degree, scheme=scheme)
    kernel, = compile_form(L, parameters={'mode': mode})
コード例 #11
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ファイル: test.py プロジェクト: afqueiruga/ffc
cr1_tri = FiniteElement("CR", "triangle", 1)
rt1_tri = FiniteElement("RT", "triangle", 1)
drt2_tri = FiniteElement("DRT", "triangle", 2)
bdm1_tri = FiniteElement("BDM", "triangle", 1)
ned1_tri = FiniteElement("N1curl", "triangle", 1)

dg0_tet = FiniteElement("DG", "tetrahedron", 0)
dg1_tet = FiniteElement("DG", "tetrahedron", 1)
cg1_tet = FiniteElement("CG", "tetrahedron", 1)
cr1_tet = FiniteElement("CR", "tetrahedron", 1)
rt1_tet = FiniteElement("RT", "tetrahedron", 1)
drt2_tet = FiniteElement("DRT", "tetrahedron", 2)
bdm1_tet = FiniteElement("BDM", "tetrahedron", 1)
ned1_tet = FiniteElement("N1curl", "tetrahedron", 1)

mixed_elements = [MixedElement([dg0_tri]*4), MixedElement([cg1_tri]*3), MixedElement([bdm1_tri]*2),\
                  MixedElement([dg1_tri, cg1_tri, cr1_tri, rt1_tri, bdm1_tri, ned1_tri]),\
                  MixedElement([MixedElement([rt1_tri, cr1_tri]), cg1_tri, ned1_tri]),\
                  MixedElement([ned1_tri, dg1_tri, MixedElement([rt1_tri, cr1_tri])]),\
                  MixedElement([drt2_tri, cg1_tri]),\
                  MixedElement([dg0_tet]*4), MixedElement([cg1_tet]*3), MixedElement([bdm1_tet]*2),\
                  MixedElement([dg1_tet, cg1_tet, cr1_tet, rt1_tet, bdm1_tet, ned1_tet]),\
                  MixedElement([MixedElement([rt1_tet, cr1_tet]), cg1_tet, ned1_tet]),\
                  MixedElement([ned1_tet, dg1_tet, MixedElement([rt1_tet, cr1_tet])]),\
                  MixedElement([drt2_tet, cg1_tet])]

ffc_failed = []
gcc_failed = []
run_failed = []

def check_results(values, reference):
コード例 #12
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def W(V, Q):
    mesh = V.ufl_domain()
    return FunctionSpace(mesh, MixedElement(V.ufl_element(), Q.ufl_element()))
コード例 #13
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def skw(tau):
    """Define vectorized skew operator"""
    sk = 2 * skew(tau)
    return as_vector((sk[0, 1], sk[0, 2], sk[1, 2]))


cell = tetrahedron
n = 3

# Finite element exterior calculus syntax
r = 1
S = VectorElement("P Lambda", cell, r, form_degree=n - 1)
V = VectorElement("P Lambda", cell, r - 1, form_degree=n)
Q = VectorElement("P Lambda", cell, r - 1, form_degree=n)

# Alternative syntax:
# S = VectorElement("BDM", cell, r)
# V = VectorElement("Discontinuous Lagrange", cell, r-1)
# Q = VectorElement("Discontinuous Lagrange", cell, r-1)

W = MixedElement(S, V, Q)

(sigma, u, gamma) = TrialFunctions(W)
(tau, v, eta) = TestFunctions(W)

a = (inner(sigma, tau) - tr(sigma) * tr(tau) +
     dot(div(tau), u) - dot(div(sigma), v) +
     inner(skw(tau), gamma) + inner(skw(sigma), eta)) * dx