Exemplo n.º 1
0
    def test_partition_of_unity(self):
        from sfepy.linalg import combine
        from sfepy.discrete import Integral, PolySpace

        ok = True
        orders = {'2_3' : 5, '2_4' : 5, '3_4' : 5, '3_8' : 5}
        bases = (
            [ii for ii in combine([['2_4', '3_8'],
                                   ['lagrange', 'serendipity', 'bernstein']]
            )]
            + [ii for ii in combine([['2_3', '3_4'],
                                     ['lagrange', 'bernstein']])]
        )

        for geom, poly_space_base in bases:
            max_order = orders[geom]
            for order in range(max_order + 1):
                if (poly_space_base == 'serendipity') and not (0 < order < 4):
                    continue
                self.report('geometry: %s, base: %s, order: %d'
                            % (geom, poly_space_base, order))

                integral = Integral('i', order=2 * order)
                coors, _ = integral.get_qp(geom)

                ps = PolySpace.any_from_args('ps', self.gels[geom], order,
                                             base=poly_space_base)
                vals = ps.eval_base(coors)
                _ok = nm.allclose(vals.sum(axis=-1), 1, atol=1e-14, rtol=0.0)
                self.report('partition of unity:', _ok)
                ok = ok and _ok

        return ok
Exemplo n.º 2
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def get_terms(u_field, v_field, calc_stiffness, calc_prestress):
    """Get the terms for the equation

    Args:
      u_field: the displacement field
      v_field: the test function field
      calc_stiffness: a function to calculate the stiffness tensor
      calc_prestress: a function to calculate the prestress tensor

    Returns:
      a tuple of terms for the equation
    """
    return (
        Term.new(
            "dw_lin_elastic(m.D, v, u)",
            Integral("i", order=4),
            v_field.field.region,
            m=get_material(calc_stiffness, calc_prestress),
            v=v_field,
            u=u_field,
        ),
        Term.new(
            "dw_lin_prestress(m.stress, v)",
            Integral("i", order=4),
            v_field.field.region,
            m=get_material(calc_stiffness, calc_prestress),
            v=v_field,
        ),
    )
Exemplo n.º 3
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    def from_conf(conf, options):
        from sfepy.discrete import Integral
        from sfepy.discrete.fem import Mesh, FEDomain

        domains = []
        for filename in filename_meshes:
            mesh = Mesh.from_file(filename)
            domain = FEDomain('domain_%s' % mesh.name.replace(data_dir, ''),
                              mesh)
            domain.create_region('Omega', 'all')
            domain.create_region('Gamma', 'vertices of surface', 'facet')

            domains.append(domain)

        integral = Integral('i', order=3)
        qp_coors, qp_weights = integral.get_qp('3_8')
        custom_integral = Integral('i',
                                   coors=qp_coors,
                                   weights=qp_weights,
                                   order='custom')

        test = Test(domains=domains,
                    integral=integral,
                    custom_integral=custom_integral,
                    conf=conf,
                    options=options)
        return test
def solve_problem(shape, dims, young, poisson, force, transform=None):
    domain = make_domain(dims[:2], shape, transform=transform)

    omega = domain.regions['Omega']
    gamma1 = domain.regions['Gamma1']
    gamma2 = domain.regions['Gamma2']

    field = Field.from_args('fu', nm.float64, 6, omega, approx_order=1,
                            poly_space_base='shell10x')
    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    thickness = dims[2]
    if transform is None:
        pload = [[0.0, 0.0, force / shape[1], 0.0, 0.0, 0.0]] * shape[1]

    elif transform == 'bend':
        pload = [[force / shape[1], 0.0, 0.0, 0.0, 0.0, 0.0]] * shape[1]

    elif transform == 'twist':
        pload = [[0.0, force / shape[1], 0.0, 0.0, 0.0, 0.0]] * shape[1]

    m = Material('m', D=sh.create_elastic_tensor(young=young, poisson=poisson),
                 values={'.drill' : 1e-7})
    load = Material('load', values={'.val' : pload})

    aux = Integral('i', order=3)
    qp_coors, qp_weights = aux.get_qp('3_8')
    qp_coors[:, 2] = thickness * (qp_coors[:, 2] - 0.5)
    qp_weights *= thickness

    integral = Integral('i', coors=qp_coors, weights=qp_weights, order='custom')

    t1 = Term.new('dw_shell10x(m.D, m.drill, v, u)',
                  integral, omega, m=m, v=v, u=u)
    t2 = Term.new('dw_point_load(load.val, v)',
                  integral, gamma2, load=load, v=v)
    eq = Equation('balance', t1 - t2)
    eqs = Equations([eq])

    fix_u = EssentialBC('fix_u', gamma1, {'u.all' : 0.0})

    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({}, lin_solver=ls, status=nls_status)

    pb = Problem('elasticity with shell10x', equations=eqs)
    pb.set_bcs(ebcs=Conditions([fix_u]))
    pb.set_solver(nls)

    state = pb.solve()

    return pb, state, u, gamma2
Exemplo n.º 5
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def plot_1D_snr(conf, pb, ana_qp, num_qp, io, order, orders, ir, sol_fig, axs):
    """
    Plot 1D solutions and errors

    :param conf:
    :param io: index of order
    :param ir: index of refirement
    :param ana_qp:
    :param num_qp:
    :param order:
    :param orders:
    :param pb:

    :param sol_fig:
    :param axs:
    :return:
    """
    idiff = Integral('idiff', 20)
    sol_fig.suptitle("Numerical and exact solutions" +
                     build_attrs_string(conf, remove_dots=False, sep=", "))
    n_cells = pb.domain.shape.n_el

    qps = pb.fields["f"].mapping.get_physical_qps(idiff.get_qp("1_2")[0])
    fqps = qps.flatten()
    coors = pb.domain.mesh.coors
    u = pb.fields["f"].unravel_sol(pb.sol.vec)
    uu, xx = reconstruct_legendre_dofs(coors, None,
                                       u.swapaxes(0, 1)[:, :, None])
    ax = axs[io][ir]
    xs = nm.linspace(conf.mstart, conf.mend, 500)[:, None]
    ax.set_title("o: {}, h: {}".format(order, n_cells))
    ax.plot(xs,
            conf.analytic_sol(xs, t=nm.array(1)),
            label="exact",
            color="grey")
    ax.plot(xx[:, 0], uu[:, 0, 0], alpha=.5, label="num-lin")
    ax.plot(fqps, ana_qp.flatten(), "--", color="grey", label="exact-qp")
    ax.plot(fqps, num_qp.flatten(), label="num-qp")
    ax2 = ax.twinx()
    ax2.plot(fqps,
             nm.abs(num_qp.flatten() - ana_qp.flatten()),
             color="red",
             label="error-qp")

    if io < len(orders) - 1:
        ax.set_xticks([])
    else:
        if ir == 0:  # put only one legend
            lines, labels = ax.get_legend_handles_labels()
            lines2, labels2 = ax2.get_legend_handles_labels()
            sol_fig.legend(lines + lines2,
                           labels + labels2,
                           loc='center right')
def solve_problem(shape, dims, young, poisson, force, transform=None):
    domain = make_domain(dims[:2], shape, transform=transform)

    omega = domain.regions['Omega']
    gamma1 = domain.regions['Gamma1']
    gamma2 = domain.regions['Gamma2']

    field = Field.from_args('fu', nm.float64, 6, omega, approx_order=1,
                            poly_space_base='shell10x')
    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    thickness = dims[2]
    if transform is None:
        pload = [[0.0, 0.0, force / shape[1], 0.0, 0.0, 0.0]] * shape[1]

    elif transform == 'bend':
        pload = [[force / shape[1], 0.0, 0.0, 0.0, 0.0, 0.0]] * shape[1]

    elif transform == 'twist':
        pload = [[0.0, force / shape[1], 0.0, 0.0, 0.0, 0.0]] * shape[1]

    m = Material('m', D=sh.create_elastic_tensor(young=young, poisson=poisson),
                 values={'.drill' : 1e-7})
    load = Material('load', values={'.val' : pload})

    aux = Integral('i', order=3)
    qp_coors, qp_weights = aux.get_qp('3_8')
    qp_coors[:, 2] = thickness * (qp_coors[:, 2] - 0.5)
    qp_weights *= thickness

    integral = Integral('i', coors=qp_coors, weights=qp_weights, order='custom')

    t1 = Term.new('dw_shell10x(m.D, m.drill, v, u)',
                  integral, omega, m=m, v=v, u=u)
    t2 = Term.new('dw_point_load(load.val, v)',
                  integral, gamma2, load=load, v=v)
    eq = Equation('balance', t1 - t2)
    eqs = Equations([eq])

    fix_u = EssentialBC('fix_u', gamma1, {'u.all' : 0.0})

    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({}, lin_solver=ls, status=nls_status)

    pb = Problem('elasticity with shell10x', equations=eqs, nls=nls, ls=ls)
    pb.time_update(ebcs=Conditions([fix_u]))

    state = pb.solve()

    return pb, state, u, gamma2
Exemplo n.º 7
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    def test_normals(self):
        """
        Check orientations of surface normals on the reference elements.
        """
        import sfepy
        from sfepy.discrete import Integral
        from sfepy.discrete.fem import Mesh, FEDomain
        from sfepy.discrete.fem.poly_spaces import PolySpace
        from sfepy.discrete.fem.mappings import SurfaceMapping
        from sfepy.linalg import normalize_vectors

        ok = True

        for geom in ['2_3', '2_4', '3_4', '3_8']:
            mesh = Mesh.from_file('meshes/elements/%s_1.mesh' % geom,
                                  prefix_dir=sfepy.data_dir)
            domain = FEDomain('domain', mesh)
            surface = domain.create_region('Surface', 'vertices of surface',
                                           'facet')
            domain.create_surface_group(surface)

            sd = domain.surface_groups[surface.name]

            coors = domain.get_mesh_coors()
            gel = domain.geom_els[geom].surface_facet
            ps = PolySpace.any_from_args('aux', gel, 1)

            mapping = SurfaceMapping(coors, sd.get_connectivity(), ps)

            integral = Integral('i', order=1)
            vals, weights = integral.get_qp(gel.name)

            # Evaluate just in the first quadrature point...
            geo = mapping.get_mapping(vals[:1], weights[:1])

            expected = expected_normals[geom].copy()
            normalize_vectors(expected)

            _ok = nm.allclose(expected,
                              geo.normal[:, 0, :, 0],
                              rtol=0.0,
                              atol=1e-14)
            self.report('%s: %s' % (geom, _ok))

            if not _ok:
                self.report('expected:')
                self.report(expected)
                self.report('actual:')
                self.report(geo.normal[:, 0, :, 0])

            ok = ok and _ok

        return ok
Exemplo n.º 8
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    def test_normals(self):
        """
        Check orientations of surface normals on the reference elements.
        """
        import sfepy
        from sfepy.discrete import Integral
        from sfepy.discrete.fem import Mesh, FEDomain
        from sfepy.discrete.fem.poly_spaces import PolySpace
        from sfepy.discrete.fem.mappings import SurfaceMapping
        from sfepy.linalg import normalize_vectors

        ok = True

        for geom in ['2_3', '2_4', '3_4', '3_8']:
            mesh = Mesh.from_file('meshes/elements/%s_1.mesh' % geom,
                                  prefix_dir=sfepy.data_dir)
            domain = FEDomain('domain', mesh)
            surface = domain.create_region('Surface', 'vertices of surface',
                                           'facet')
            domain.create_surface_group(surface)

            sd = domain.surface_groups[surface.name]

            coors = domain.get_mesh_coors()
            gel = domain.geom_els[geom].surface_facet
            ps = PolySpace.any_from_args('aux', gel, 1)

            mapping = SurfaceMapping(coors, sd.get_connectivity(), ps)

            integral = Integral('i', order=1)
            vals, weights = integral.get_qp(gel.name)

            # Evaluate just in the first quadrature point...
            geo = mapping.get_mapping(vals[:1], weights[:1])

            expected = expected_normals[geom].copy()
            normalize_vectors(expected)

            _ok = nm.allclose(expected, geo.normal[:, 0, :, 0],
                              rtol=0.0, atol=1e-14)
            self.report('%s: %s' % (geom, _ok))

            if not _ok:
                self.report('expected:')
                self.report(expected)
                self.report('actual:')
                self.report(geo.normal[:, 0, :, 0])

            ok = ok and _ok

        return ok
Exemplo n.º 9
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def _get_qp(geometry, order):
    from sfepy.discrete import Integral
    from sfepy.discrete.fem.geometry_element import GeometryElement

    aux = Integral('aux', order=order)
    coors, weights = aux.get_qp(geometry)
    true_order = aux.qps[geometry].order

    output('geometry:', geometry, 'order:', order, 'num. points:',
           coors.shape[0], 'true_order:', true_order)
    output('min. weight:', weights.min())
    output('max. weight:', weights.max())

    return GeometryElement(geometry), coors, weights
Exemplo n.º 10
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def _get_qp(geometry, order):
    from sfepy.discrete import Integral
    from sfepy.discrete.fem.geometry_element import GeometryElement

    aux = Integral('aux', order=order)
    coors, weights = aux.get_qp(geometry)
    true_order = aux.qps[geometry].order

    output('geometry:', geometry, 'order:', order, 'num. points:',
           coors.shape[0], 'true_order:', true_order)
    output('min. weight:', weights.min())
    output('max. weight:', weights.max())

    return GeometryElement(geometry), coors, weights
Exemplo n.º 11
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    def test_hessians(self):
        """
        Test the second partial derivatives of basis functions using finite
        differences.
        """
        from sfepy.linalg import combine
        from sfepy.discrete import Integral, PolySpace

        ok = True
        orders = {'2_3': 3, '2_4': 3, '3_4': 4, '3_8': 3}
        bases = ([
            ii for ii in combine([['2_3', '2_4', '3_4', '3_8'], ['lagrange']])
        ])

        for geom, poly_space_base in bases:
            self.report('geometry: %s, base: %s' % (geom, poly_space_base))
            order = orders[geom]

            integral = Integral('i', order=order)
            coors, _ = integral.get_qp(geom)

            ps = PolySpace.any_from_args('ps',
                                         self.gels[geom],
                                         order,
                                         base=poly_space_base)

            dim = coors.shape[1]
            h1 = nm.zeros((coors.shape[0], dim, dim, ps.n_nod), nm.float64)
            eps = 1e-8
            for ir in range(dim):
                cc = coors.copy()

                cc[:, ir] -= eps
                aux0 = ps.eval_base(cc, diff=1)

                cc[:, ir] += 2 * eps
                aux1 = ps.eval_base(cc, diff=1)

                h1[:, :, ir, :] = 0.5 * (aux1 - aux0) / eps

            h2 = ps.eval_base(coors, diff=2)

            _ok = nm.allclose(h1, h2, rtol=0, atol=50 * eps)
            self.report('hessians: error: %.2e ok: %s' %
                        (nm.abs(h1 - h2).max(), _ok))
            ok = ok and _ok

        return ok
Exemplo n.º 12
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    def test_term_evaluation(self):
        from sfepy.discrete import Integral, FieldVariable
        from sfepy.terms.terms import Term

        integral = Integral('i', order=3)

        u = FieldVariable('u', 'parameter', self.field,
                          primary_var_name='(set-to-None)')

        term = Term.new('d_volume(u)', integral, self.omega, u=u)
        term *= 10.0

        term.setup()

        vol = term.evaluate()

        self.report('volume: %.8f == 2000.0' % vol)
        ok = nm.allclose(vol, 2000.0, rtol=1e-15, atol=0)

        ## vec = t1.evaluate() # Returns vector.
        ## vec = t1.evaluate(u=u_vec) # Returns the same vector.
        ## mtx = t1.evaluate(diff_var='u') # Returns matrix.
        ## val = t1.evaluate(v=u_vec, u=u_vec) # Forbidden - virtual variable
        ##                                     # cannot have value.

        return ok
Exemplo n.º 13
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def _get_bqp(geometry, order):
    from sfepy.discrete import Integral
    from sfepy.discrete.fem.geometry_element import GeometryElement
    from sfepy.discrete.fem import Mesh, FEDomain, Field

    gel = GeometryElement(geometry)

    mesh = Mesh.from_data('aux', gel.coors, None, [gel.conn[None, :]], [[0]],
                          [geometry])
    domain = FEDomain('domain', mesh)
    omega = domain.create_region('Omega', 'all')
    surf = domain.create_region('Surf', 'vertices of surface', 'facet')
    field = Field.from_args('f',
                            nm.float64,
                            shape=1,
                            region=omega,
                            approx_order=1)
    field.setup_surface_data(surf)

    integral = Integral('aux', order=order)
    field.create_bqp('Surf', integral)

    sd = field.surface_data['Surf']
    qp = field.qp_coors[(integral.order, sd.bkey)]

    output('geometry:', geometry, 'order:', order, 'num. points:',
           qp.vals.shape[1], 'true_order:',
           integral.qps[gel.surface_facet_name].order)
    output('min. weight:', qp.weights.min())
    output('max. weight:', qp.weights.max())

    return (gel, qp.vals.reshape(
        (-1, mesh.dim)), nm.tile(qp.weights, qp.vals.shape[0]))
Exemplo n.º 14
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    def test_term_arithmetics(self):
        from sfepy.discrete import FieldVariable, Integral
        from sfepy.terms.terms import Term

        integral = Integral('i', order=3)

        u = FieldVariable('u', 'parameter', self.field,
                          primary_var_name='(set-to-None)')

        t1 = Term.new('d_volume(u)', integral, self.omega, u=u)
        t2 = Term.new('d_surface(u)', integral, self.gamma1, u=u)

        expr = 2.2j * (t1 * 5.5 - 3j * t2) * 0.25

        ok = len(expr) == 2
        if not ok:
            self.report('wrong expression length!')

        _ok = nm.allclose(expr[0].sign, 3.025j, rtol=1e-15, atol=0)
        if not _ok:
            self.report('wrong sign of the first term!')
        ok = ok and _ok

        _ok = nm.allclose(expr[1].sign, 1.65, rtol=1e-15, atol=0)
        if not _ok:
            self.report('wrong sign of the second term!')
        ok = ok and _ok

        return ok
Exemplo n.º 15
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def solveLaplaceEquationTetrahedral(mesh, meshVTK, boundaryPoints,
                                    boundaryConditions):
    """
    mesh: path to a 3D mesh / sfepy mesh
    
    """
    if isinstance(mesh, str):
        mesh = Mesh.from_file(mesh)

    #Set domains
    domain = FEDomain('domain', mesh)
    omega = domain.create_region('Omega', 'all')
    boundary = domain.create_region(
        'gamma',
        'vertex  %s' % ','.join(map(str, range(meshVTK.GetNumberOfPoints()))),
        'facet')

    #set fields
    field = Field.from_args('fu', np.float64, 1, omega, approx_order=1)
    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')
    m = Material('m', val=[1.])

    #Define element integrals
    integral = Integral('i', order=3)

    #Equations defining
    t1 = Term.new('dw_laplace( v, u )', integral, omega, v=v, u=u)
    eq = Equation('balance', t1)
    eqs = Equations([eq])

    heatBoundary = boundaryConditions
    points = boundaryPoints

    #Boundary conditions
    c = ClosestPointStupid(points, heatBoundary, meshVTK)

    def u_fun(ts, coors, bc=None, problem=None, c=c):
        c.distances = []
        v = np.zeros(len(coors))
        for i, p in enumerate(coors):
            v[i] = c.interpolate(p)
            #c.findClosestPoint(p)
        return v

    bc_fun = Function('u_fun', u_fun)
    fix1 = EssentialBC('fix_u', boundary, {'u.all': bc_fun})

    #Solve problem
    ls = ScipyDirect({})
    nls = Newton({}, lin_solver=ls)

    pb = Problem('heat', equations=eqs)
    pb.set_bcs(ebcs=Conditions([fix1]))

    pb.set_solver(nls)
    state = pb.solve(verbose=False, save_results=False)
    u = state.get_parts()['u']
    return u
Exemplo n.º 16
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    def test_hessians(self):
        """
        Test the second partial derivatives of basis functions using finite
        differences.
        """
        from sfepy.linalg import combine
        from sfepy.discrete import Integral
        from sfepy.discrete.fem.poly_spaces import PolySpace

        ok = True
        orders = {'2_3' : 3, '2_4' : 3, '3_4' : 4, '3_8' : 3}
        bases = ([ii for ii in combine([['2_3', '2_4', '3_4', '3_8'],
                                        ['lagrange']])])

        for geom, poly_space_base in bases:
            self.report('geometry: %s, base: %s' % (geom, poly_space_base))
            order = orders[geom]

            integral = Integral('i', order=order)
            coors, _ = integral.get_qp(geom)

            ps = PolySpace.any_from_args('ps', self.gels[geom], order,
                                         base=poly_space_base)

            dim = coors.shape[1]
            h1 = nm.zeros((coors.shape[0], dim, dim, ps.n_nod), nm.float64)
            eps = 1e-8
            for ir in range(dim):
                cc = coors.copy()

                cc[:, ir] -= eps
                aux0 = ps.eval_base(cc, diff=1)

                cc[:, ir] += 2 * eps
                aux1 = ps.eval_base(cc, diff=1)

                h1[:, :, ir, :] = 0.5 * (aux1 - aux0) / eps

            h2 = ps.eval_base(coors, diff=2)

            _ok = nm.allclose(h1, h2, rtol=0, atol=50*eps)
            self.report('hessians: error: %.2e ok: %s'
                        % (nm.abs(h1 - h2).max(), _ok))
            ok = ok and _ok

        return ok
Exemplo n.º 17
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    def test_solving(self):
        from sfepy.base.base import IndexedStruct
        from sfepy.discrete import (FieldVariable, Material, Problem, Function,
                                    Equation, Equations, Integral)
        from sfepy.discrete.conditions import Conditions, EssentialBC
        from sfepy.terms import Term
        from sfepy.solvers.ls import ScipyDirect
        from sfepy.solvers.nls import Newton
        from sfepy.mechanics.matcoefs import stiffness_from_lame

        u = FieldVariable('u', 'unknown', self.field)
        v = FieldVariable('v', 'test', self.field, primary_var_name='u')

        m = Material('m', D=stiffness_from_lame(self.dim, 1.0, 1.0))
        f = Material('f', val=[[0.02], [0.01]])

        bc_fun = Function('fix_u_fun', fix_u_fun,
                          extra_args={'extra_arg' : 'hello'})

        fix_u = EssentialBC('fix_u', self.gamma1, {'u.all' : bc_fun})
        shift_u = EssentialBC('shift_u', self.gamma2, {'u.0' : 0.1})

        integral = Integral('i', order=3)

        t1 = Term.new('dw_lin_elastic(m.D, v, u)',
                      integral, self.omega, m=m, v=v, u=u)

        t2 = Term.new('dw_volume_lvf(f.val, v)', integral, self.omega, f=f, v=v)

        eq = Equation('balance', t1 + t2)
        eqs = Equations([eq])

        ls = ScipyDirect({})

        nls_status = IndexedStruct()
        nls = Newton({}, lin_solver=ls, status=nls_status)

        pb = Problem('elasticity', equations=eqs, nls=nls, ls=ls)
        ## pb.save_regions_as_groups('regions')

        pb.time_update(ebcs=Conditions([fix_u, shift_u]))

        state = pb.solve()

        name = op.join(self.options.out_dir, 'test_high_level_solving.vtk')
        pb.save_state(name, state)

        ok = nls_status.condition == 0
        if not ok:
            self.report('solver did not converge!')

        _ok = state.has_ebc()
        if not _ok:
            self.report('EBCs violated!')

        ok = ok and _ok

        return ok
Exemplo n.º 18
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def _integrate(var, val_qp):
    from sfepy.discrete import Integral
    from sfepy.discrete.common.mappings import get_jacobian

    integral = Integral('i', 2)
    det = get_jacobian(var.field, integral)
    val = (val_qp * det).sum(axis=1) / det.sum(axis=1)

    return val
Exemplo n.º 19
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def make_h1_projection_data(target, eval_data):
    """
    Project scalar data given by a material-like `eval_data()` function to a
    scalar `target` field variable using the :math:`H^1` dot product.
    """
    order = target.field.approx_order * 2
    integral = Integral('i', order=order)

    un = target.name
    v = FieldVariable('v', 'test', target.field, primary_var_name=un)
    lhs1 = Term.new('dw_volume_dot(v, %s)' % un,
                    integral,
                    target.field.region,
                    v=v,
                    **{un: target})
    lhs2 = Term.new('dw_laplace(v, %s)' % un,
                    integral,
                    target.field.region,
                    v=v,
                    **{un: target})

    def _eval_data(ts, coors, mode, **kwargs):
        if mode == 'qp':
            val = eval_data(ts, coors, mode, 'val', **kwargs)
            gval = eval_data(ts, coors, mode, 'grad', **kwargs)
            return {'val': val, 'gval': gval}

    m = Material('m', function=_eval_data)
    rhs1 = Term.new('dw_volume_lvf(m.val, v)',
                    integral,
                    target.field.region,
                    m=m,
                    v=v)
    rhs2 = Term.new('dw_diffusion_r(m.gval, v)',
                    integral,
                    target.field.region,
                    m=m,
                    v=v)

    eq = Equation('projection', lhs1 + lhs2 - rhs1 - rhs2)
    eqs = Equations([eq])

    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({}, lin_solver=ls, status=nls_status)

    pb = Problem('aux', equations=eqs, nls=nls, ls=ls)

    pb.time_update()

    # This sets the target variable with the projection solution.
    pb.solve()

    if nls_status.condition != 0:
        output('H1 projection: solver did not converge!')
Exemplo n.º 20
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def run(domain, order):
    omega = domain.create_region('Omega', 'all')
    bbox = domain.get_mesh_bounding_box()
    min_x, max_x = bbox[:, 0]
    min_y, max_y = bbox[:, 1]
    eps = 1e-8 * (max_x - min_x)
    gamma1 = domain.create_region('Gamma1',
                                  'vertices in (x < %.10f)' % (min_x + eps),
                                  'facet')
    gamma2 = domain.create_region('Gamma2',
                                  'vertices in (x > %.10f)' % (max_x - eps),
                                  'facet')
    gamma3 = domain.create_region('Gamma3',
                                  'vertices in y < %.10f' % (min_y + eps),
                                  'facet')
    gamma4 = domain.create_region('Gamma4',
                                  'vertices in y > %.10f' % (max_y - eps),
                                  'facet')

    field = Field.from_args('fu', nm.float64, 1, omega, approx_order=order)

    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    integral = Integral('i', order=2 * order)

    t1 = Term.new('dw_laplace(v, u)', integral, omega, v=v, u=u)
    eq = Equation('eq', t1)
    eqs = Equations([eq])

    fix1 = EssentialBC('fix1', gamma1, {'u.0': 0.4})
    fix2 = EssentialBC('fix2', gamma2, {'u.0': 0.0})

    def get_shift(ts, coors, region):
        return nm.ones_like(coors[:, 0])

    dof_map_fun = Function('dof_map_fun', per.match_x_line)
    shift_fun = Function('shift_fun', get_shift)

    sper = LinearCombinationBC('sper', [gamma3, gamma4], {'u.0': 'u.0'},
                               dof_map_fun,
                               'shifted_periodic',
                               arguments=(shift_fun, ))

    ls = ScipyDirect({})
    nls = Newton({}, lin_solver=ls)

    pb = Problem('laplace', equations=eqs)

    pb.set_bcs(ebcs=Conditions([fix1, fix2]), lcbcs=Conditions([sper]))

    pb.set_solver(nls)

    state = pb.solve()

    return pb, state
Exemplo n.º 21
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    def from_conf(conf, options):
        from sfepy.discrete import Integral
        from sfepy.discrete.fem import Mesh, FEDomain

        domains = []
        for filename in filename_meshes:
            mesh = Mesh.from_file(filename)
            domain = FEDomain('domain_%s' % mesh.name.replace(data_dir, ''),
                              mesh)
            domain.create_region('Omega', 'all')
            domain.create_region('Gamma', 'vertices of surface', 'facet')

            domains.append(domain)

        integral = Integral('i', order=3)
        qp_coors, qp_weights = integral.get_qp('3_8')
        custom_integral = Integral('i', coors=qp_coors, weights=qp_weights,
                                   order='custom')

        test = Test(domains=domains, integral=integral,
                    custom_integral=custom_integral,
                    conf=conf, options=options)
        return test
Exemplo n.º 22
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    def test_variables(self):
        from sfepy.discrete import FieldVariable, Integral

        ok = True

        u = FieldVariable('u',
                          'parameter',
                          self.field,
                          primary_var_name='(set-to-None)')
        u.set_constant(1.0)
        vec = u()  # Nodal values.

        _ok = nm.allclose(vec, 1.0)
        self.report('set constant:', _ok)
        ok = _ok and ok

        def fun(coors):
            val = nm.empty_like(coors)
            val[:, 0] = 2 * coors[:, 1] - coors[:, 0]
            val[:, 1] = coors[:, 0] + 3 * coors[:, 1]
            return val

        u.set_from_function(fun)

        coors = u.field.get_coor()
        eu = u.evaluate_at(coors)

        _ok = nm.allclose(eu, fun(coors), rtol=0.0, atol=1e-13)
        self.report('set from function:', _ok)
        ok = _ok and ok

        integral = Integral('i', order=2)
        gu_qp = u.evaluate(mode='grad', integral=integral)

        # du_i/dx_j, i = column, j = row.
        gu = nm.array([[-1., 1.], [2., 3.]])
        _ok = nm.allclose(gu_qp, gu[None, None, ...], rtol=0.0, atol=1e-13)
        self.report('set from function - gradient:', _ok)
        ok = _ok and ok

        u_qp = gu_qp[..., :, :1]
        u.set_from_qp(u_qp, integral)
        vu = u()

        _ok = (nm.allclose(vu[::2], -1, rtol=0.0, atol=1e-13)
               and nm.allclose(vu[1::2], 2, rtol=0.0, atol=1e-13))
        self.report('set from qp:', _ok)
        ok = _ok and ok

        return ok
Exemplo n.º 23
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    def test_save_ebc(self):
        from sfepy.discrete import (FieldVariable, Integral, Equation,
                                    Equations, Problem)
        from sfepy.discrete.conditions import Conditions, EssentialBC
        from sfepy.terms import Term

        name = op.join(self.options.out_dir,
                       op.splitext(op.basename(__file__))[0])

        integral = Integral('i', order=1)

        u = self.variables['u']
        v = FieldVariable('v', 'test', u.field, primary_var_name='u')

        p = self.variables['p']
        q = FieldVariable('q', 'test', p.field, primary_var_name='p')

        regions = self.problem.domain.regions
        omega = regions['Omega']

        # Problem.save_ebc() requires to have equations defined.
        t1 = Term.new('dw_lin_elastic(v, u)', integral, omega, v=v, u=u)
        t2 = Term.new('dw_laplace(q, p)', integral, omega, q=q, p=p)
        eq = Equation('aux', t1 + t2)
        eqs = Equations([eq])

        pb = Problem('test', equations=eqs, auto_solvers=False)

        all_ebcs = []
        all_ebcs.append(
            EssentialBC('fix_u1', regions['RightFix'],
                        {'u.all': nm.array([0.0, 1.0])}))
        all_ebcs.append(
            EssentialBC('fix_u2', regions['LeftStrip'], {
                'u.0': 0.0,
                'u.1': 1.0
            }))
        all_ebcs.append(
            EssentialBC('fix_p1', regions['LeftFix'], {'p.all': 0.0}))
        all_ebcs.append(
            EssentialBC('fix_p2', regions['RightStrip'], {'p.0': 0.0}))
        ebcs = Conditions(all_ebcs)

        pb.time_update(ebcs=ebcs)

        pb.save_ebc(name + '_ebcs_f.vtk', ebcs=ebcs, force=True)
        pb.save_ebc(name + '_ebcs.vtk', ebcs=ebcs, default=-1, force=False)

        return True
Exemplo n.º 24
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    def test_invariance_qp(self):
        from sfepy import data_dir
        from sfepy.discrete import Integral
        from sfepy.terms import Term
        from sfepy.discrete.common.mappings import get_physical_qps

        ok = True
        for name in [
                'meshes/3d/block.mesh', 'meshes/3d/cylinder.mesh',
                'meshes/2d/square_quad.mesh', 'meshes/2d/square_unit_tri.mesh'
        ]:
            self.report(name)

            u = prepare_variable(op.join(data_dir, name), n_components=3)
            omega = u.field.region

            integral = Integral('i', order=3)
            qps = get_physical_qps(omega, integral)
            coors = qps.values

            term = Term.new('ev_volume_integrate(u)', integral, omega, u=u)
            term.setup()
            val1 = term.evaluate(mode='qp')
            val1 = val1.ravel()

            val2 = u.evaluate_at(coors).ravel()

            self.report('value: max. difference:', nm.abs(val1 - val2).max())
            ok1 = nm.allclose(val1, val2, rtol=0.0, atol=1e-12)
            self.report('->', ok1)

            term = Term.new('ev_grad(u)', integral, omega, u=u)
            term.setup()
            val1 = term.evaluate(mode='qp')
            val1 = val1.ravel()

            val2 = u.evaluate_at(coors, mode='grad').ravel()

            self.report('gradient: max. difference:',
                        nm.abs(val1 - val2).max())
            ok2 = nm.allclose(val1, val2, rtol=0.0, atol=1e-10)
            self.report('->', ok2)

            ok = ok and ok1 and ok2

        return ok
Exemplo n.º 25
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def get_term(property_array, delta_x, fields):
    """Get the term

    Args:
      property_array: the spatial array of property values
      delta_x: the grid spacing
      fields: the Sfepy u, v fields

    Returns:
      a new term
    """
    return Term.new(
        "dw_lin_elastic_iso(m.lam, m.mu, v, u)",
        Integral("i", order=4),
        fields[0].field.region,
        m=_get_material(property_array, fields[0].field.region.domain, delta_x),
        u=fields[0],
        v=fields[1],
    )
Exemplo n.º 26
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    def __init__(self, dim, approx_order, **kwargs):
        """
        Creates Struct object with all the data necessary to test terms

        :param dim: dimension
        :param approx_order: approximation order
        :param kwargs: velo, diffusion or penalty for prepare_materials
        :return: term test scope
        """

        if dim == 1:
            (field, regions), mesh = prepare_dgfield_1D(approx_order)
        elif dim == 2:
            (field, regions), mesh = prepare_field_2D(approx_order)

        self.field = field
        self.regions = regions
        self.mesh = mesh

        self.n_cell = field.n_cell
        self.n_nod = field.n_nod
        self.n_el_nod = field.n_el_nod

        self.u, self.v = self.prepare_variables(field)
        self.u.data = [(nm.zeros(self.n_nod))]
        self.variables = Variables([ self.u, self.v])

        self.integral = Integral('i', order=approx_order * 2)
        self.a, self.D, self.Cw = self.prepare_materials(field, **kwargs)

        if dim == 1:
            velo = nm.array(1.0)
        elif dim == 2:
            velo = nm.array([1.0, 0])

        self.burg_velo = velo.T / nm.linalg.norm(velo)

        self.nonlin = Material('nonlin',
                               values={'.fun': self.burg_fun,
                                       '.dfun': self.burg_fun_d})

        self.out = nm.zeros((self.n_cell, 1, self.n_el_nod, 1))
Exemplo n.º 27
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def compute_erros(analytic_fun, pb):
    """
    Compute errors from analytical solution in conf.sol_fun and numerical
    solution saved in pb
    :param analytic_fun: analytic solution
    :param pb: problem with numerical solution
    :return: analytic_fun L2 norm,
             vaules of analytic_fun in qps
             L2 norm of difference between analytic and numerical solution
             relative difference
             values of numerical solution in qps
    """
    idiff = Integral('idiff', 20)
    num_qp = pb.evaluate('ev_volume_integrate.idiff.Omega(p)',
                         integrals=Integrals([idiff]),
                         mode='qp',
                         copy_materials=False,
                         verbose=False)
    aux = Material('aux', function=analytic_fun)
    ana_qp = pb.evaluate('ev_volume_integrate_mat.idiff.Omega(aux.p, p)',
                         aux=aux,
                         integrals=Integrals([idiff]),
                         mode='qp',
                         copy_materials=False,
                         verbose=False)
    field = pb.fields['f']
    det = get_jacobian(field, idiff)
    diff_l2 = nm.sqrt((((num_qp - ana_qp)**2) * det).sum())
    ana_l2 = nm.sqrt(((ana_qp**2) * det).sum())
    rel_l2 = diff_l2 / ana_l2

    diff_loo = nm.max(num_qp - ana_qp)
    ana_loo = nm.max(ana_qp)
    rel_loo = diff_loo / ana_loo

    diff_l1 = nm.sqrt((nm.abs(num_qp - ana_qp) * det).sum())
    ana_l1 = nm.sqrt((nm.abs(ana_qp) * det).sum())
    rel_l1 = diff_l2 / ana_l2
    return ana_l2, ana_qp, diff_l2, rel_l2, num_qp
Exemplo n.º 28
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def linear_projection(pb, cval):
    from sfepy.discrete import (FieldVariable, Material, Integral, Equation,
                                Equations, Problem)
    from sfepy.discrete.fem import Mesh, FEDomain, Field
    from sfepy.terms import Term
    from sfepy.solvers.ls import ScipyDirect
    from sfepy.solvers.nls import Newton
    from sfepy.base.base import IndexedStruct

    mesh = Mesh.from_file(pb.conf.filename_mesh)
    domain = FEDomain('domain', mesh)
    omega = domain.create_region('Omega', 'all')
    field = Field.from_args('scf', nm.float64, 'scalar', omega, approx_order=1)

    g = FieldVariable('g', 'unknown', field)
    f = FieldVariable('f', 'test', field, primary_var_name='g')

    integral = Integral('i', order=2)
    m = Material('m', function=set_grad)

    t1 = Term.new('dw_volume_dot(f, g)', integral, omega, f=f, g=g)
    t2 = Term.new('dw_volume_lvf(m.cs, f)', integral, omega, m=m, f=f)
    eq = Equation('balance', t1 - t2)
    eqs = Equations([eq])
    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({'eps_a': 1e-15}, lin_solver=ls, status=nls_status)
    pb = Problem('elasticity', equations=eqs)
    pb.set_solver(nls)

    out = nm.empty((g.n_dof, cval.shape[2]), dtype=nm.float64)
    for ii in range(cval.shape[2]):
        pb.data = nm.ascontiguousarray(cval[:, :, ii, :])
        pb.time_update()
        state = pb.solve()
        out[:, ii] = state.get_parts()['g']

    return out
Exemplo n.º 29
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def create_mass_matrix(field):
    """
    Create scalar mass matrix corresponding to the given field.

    Returns
    -------
    mtx : csr_matrix
        The mass matrix in CSR format.
    """
    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    integral = Integral('i', order=field.approx_order * 2)
    term = Term.new('dw_volume_dot(v, u)', integral, field.region, v=v, u=u)
    eq = Equation('aux', term)
    eqs = Equations([eq])
    eqs.time_update(None)

    dummy = eqs.create_state_vector()

    mtx = eqs.create_matrix_graph()
    mtx = eqs.eval_tangent_matrices(dummy, mtx)

    return mtx
Exemplo n.º 30
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fields = {
    'fu': ('real', 6, 'Omega', 1, 'H1', 'shell10x'),
}

variables = {
    'u' : ('unknown field', 'fu', 0),
    'v' : ('test field', 'fu', 'u'),
}

ebcs = {
    'fix' : ('Gamma1', {'u.all' : 0.0}),
}

# Custom integral.
aux = Integral('i', order=3)
qp_coors, qp_weights = aux.get_qp('3_8')
qp_coors[:, 2] = thickness * (qp_coors[:, 2] - 0.5)
qp_weights *= thickness

integrals = {
    'i' : ('custom', qp_coors, qp_weights),
}

equations = {
    'elasticity' :
    """dw_shell10x.i.Omega(m.D, m.drill, v, u)
     = dw_point_load.i.Gamma2(load.val, v)""",
}

solvers = {
Exemplo n.º 31
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def main():
    parser = OptionParser(usage=usage, version='%prog')
    parser.add_option('-b', '--basis', metavar='name',
                      action='store', dest='basis',
                      default='lagrange', help=help['basis'])
    parser.add_option('-n', '--max-order', metavar='order', type=int,
                      action='store', dest='max_order',
                      default=10, help=help['max_order'])
    parser.add_option('-m', '--matrix', metavar='type',
                      action='store', dest='matrix_type',
                      default='laplace', help=help['matrix_type'])
    parser.add_option('-g', '--geometry', metavar='name',
                      action='store', dest='geometry',
                      default='2_4', help=help['geometry'])
    options, args = parser.parse_args()

    dim, n_ep = int(options.geometry[0]), int(options.geometry[2])
    output('reference element geometry:')
    output('  dimension: %d, vertices: %d' % (dim, n_ep))

    n_c = {'laplace' : 1, 'elasticity' : dim}[options.matrix_type]

    output('matrix type:', options.matrix_type)
    output('number of variable components:',  n_c)

    output('polynomial space:', options.basis)

    output('max. order:', options.max_order)

    mesh = Mesh.from_file(data_dir + '/meshes/elements/%s_1.mesh'
                          % options.geometry)
    domain = FEDomain('domain', mesh)
    omega = domain.create_region('Omega', 'all')

    orders = nm.arange(1, options.max_order + 1, dtype=nm.int)
    conds = []

    order_fix = 0 if  options.geometry in ['2_4', '3_8'] else 1

    for order in orders:
        output('order:', order, '...')

        field = Field.from_args('fu', nm.float64, n_c, omega,
                                approx_order=order,
                                space='H1', poly_space_base=options.basis)

        to = field.approx_order
        quad_order = 2 * (max(to - order_fix, 0))
        output('quadrature order:', quad_order)

        integral = Integral('i', order=quad_order)
        qp, _ = integral.get_qp(options.geometry)
        output('number of quadrature points:', qp.shape[0])

        u = FieldVariable('u', 'unknown', field)
        v = FieldVariable('v', 'test', field, primary_var_name='u')

        m = Material('m', lam=1.0, mu=1.0)

        if options.matrix_type == 'laplace':
            term = Term.new('dw_laplace(m.mu, v, u)',
                            integral, omega, m=m, v=v, u=u)
            n_zero = 1

        else:
            assert_(options.matrix_type == 'elasticity')
            term = Term.new('dw_lin_elastic_iso(m.lam, m.mu, v, u)',
                            integral, omega, m=m, v=v, u=u)
            n_zero = (dim + 1) * dim / 2

        term.setup()

        output('assembling...')
        tt = time.clock()
        mtx, iels = term.evaluate(mode='weak', diff_var='u')
        output('...done in %.2f s' % (time.clock() - tt))
        mtx = mtx[0][0, 0]

        try:
            assert_(nm.max(nm.abs(mtx - mtx.T)) < 1e-10)

        except:
            from sfepy.base.base import debug; debug()

        output('matrix shape:', mtx.shape)

        eigs = eig(mtx, method='eig.sgscipy', eigenvectors=False)
        eigs.sort()

        # Zero 'true' zeros.
        eigs[:n_zero] = 0.0

        ii = nm.where(eigs < 0.0)[0]
        if len(ii):
            output('matrix is not positive semi-definite!')

        ii = nm.where(eigs[n_zero:] < 1e-12)[0]
        if len(ii):
            output('matrix has more than %d zero eigenvalues!' % n_zero)

        output('smallest eigs:\n', eigs[:10])

        ii = nm.where(eigs > 0.0)[0]
        emin, emax = eigs[ii[[0, -1]]]

        output('min:', emin, 'max:', emax)

        cond = emax / emin
        conds.append(cond)

        output('condition number:', cond)

        output('...done')

    plt.figure(1)
    plt.semilogy(orders, conds)
    plt.xticks(orders, orders)
    plt.xlabel('polynomial order')
    plt.ylabel('condition number')
    plt.grid()

    plt.figure(2)
    plt.loglog(orders, conds)
    plt.xticks(orders, orders)
    plt.xlabel('polynomial order')
    plt.ylabel('condition number')
    plt.grid()

    plt.show()
Exemplo n.º 32
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def main():
    from sfepy import data_dir

    parser = OptionParser(usage=usage, version='%prog')
    parser.add_option('--diffusivity',
                      metavar='float',
                      type=float,
                      action='store',
                      dest='diffusivity',
                      default=1e-5,
                      help=helps['diffusivity'])
    parser.add_option('--ic-max',
                      metavar='float',
                      type=float,
                      action='store',
                      dest='ic_max',
                      default=2.0,
                      help=helps['ic_max'])
    parser.add_option('--order',
                      metavar='int',
                      type=int,
                      action='store',
                      dest='order',
                      default=2,
                      help=helps['order'])
    parser.add_option('-r',
                      '--refine',
                      metavar='int',
                      type=int,
                      action='store',
                      dest='refine',
                      default=0,
                      help=helps['refine'])
    parser.add_option('-p',
                      '--probe',
                      action="store_true",
                      dest='probe',
                      default=False,
                      help=helps['probe'])
    parser.add_option('-s',
                      '--show',
                      action="store_true",
                      dest='show',
                      default=False,
                      help=helps['show'])
    options, args = parser.parse_args()

    assert_((0 < options.order),
            'temperature approximation order must be at least 1!')

    output('using values:')
    output('  diffusivity:', options.diffusivity)
    output('  max. IC value:', options.ic_max)
    output('uniform mesh refinement level:', options.refine)

    mesh = Mesh.from_file(data_dir + '/meshes/3d/cylinder.mesh')
    domain = FEDomain('domain', mesh)

    if options.refine > 0:
        for ii in xrange(options.refine):
            output('refine %d...' % ii)
            domain = domain.refine()
            output('... %d nodes %d elements' %
                   (domain.shape.n_nod, domain.shape.n_el))

    omega = domain.create_region('Omega', 'all')
    left = domain.create_region('Left', 'vertices in x < 0.00001', 'facet')
    right = domain.create_region('Right', 'vertices in x > 0.099999', 'facet')

    field = Field.from_args('fu',
                            nm.float64,
                            'scalar',
                            omega,
                            approx_order=options.order)

    T = FieldVariable('T', 'unknown', field, history=1)
    s = FieldVariable('s', 'test', field, primary_var_name='T')

    m = Material('m', diffusivity=options.diffusivity * nm.eye(3))

    integral = Integral('i', order=2 * options.order)

    t1 = Term.new('dw_diffusion(m.diffusivity, s, T)',
                  integral,
                  omega,
                  m=m,
                  s=s,
                  T=T)
    t2 = Term.new('dw_volume_dot(s, dT/dt)', integral, omega, s=s, T=T)
    eq = Equation('balance', t1 + t2)
    eqs = Equations([eq])

    # Boundary conditions.
    ebc1 = EssentialBC('T1', left, {'T.0': 2.0})
    ebc2 = EssentialBC('T2', right, {'T.0': -2.0})

    # Initial conditions.
    def get_ic(coors, ic):
        x, y, z = coors.T
        return 2 - 40.0 * x + options.ic_max * nm.sin(4 * nm.pi * x / 0.1)

    ic_fun = Function('ic_fun', get_ic)
    ic = InitialCondition('ic', omega, {'T.0': ic_fun})

    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({'is_linear': True}, lin_solver=ls, status=nls_status)

    pb = Problem('heat', equations=eqs, nls=nls, ls=ls)
    pb.set_bcs(ebcs=Conditions([ebc1, ebc2]))
    pb.set_ics(Conditions([ic]))

    tss = SimpleTimeSteppingSolver({
        't0': 0.0,
        't1': 100.0,
        'n_step': 11
    },
                                   problem=pb)
    tss.init_time()

    if options.probe:
        # Prepare probe data.
        probes, labels = gen_lines(pb)

        ev = pb.evaluate
        order = 2 * (options.order - 1)

        gfield = Field.from_args('gu',
                                 nm.float64,
                                 'vector',
                                 omega,
                                 approx_order=options.order - 1)
        dvel = FieldVariable('dvel',
                             'parameter',
                             gfield,
                             primary_var_name='(set-to-None)')
        cfield = Field.from_args('gu',
                                 nm.float64,
                                 'scalar',
                                 omega,
                                 approx_order=options.order - 1)
        component = FieldVariable('component',
                                  'parameter',
                                  cfield,
                                  primary_var_name='(set-to-None)')

        nls_options = {'eps_a': 1e-16, 'i_max': 1}

        if options.show:
            plt.ion()

    # Solve the problem using the time stepping solver.
    suffix = tss.ts.suffix
    for step, time, state in tss():
        if options.probe:
            # Probe the solution.
            dvel_qp = ev('ev_diffusion_velocity.%d.Omega(m.diffusivity, T)' %
                         order,
                         copy_materials=False,
                         mode='qp')
            project_by_component(dvel,
                                 dvel_qp,
                                 component,
                                 order,
                                 nls_options=nls_options)

            all_results = []
            for ii, probe in enumerate(probes):
                fig, results = probe_results(ii, T, dvel, probe, labels[ii])

                all_results.append(results)

            plt.tight_layout()
            fig.savefig('time_poisson_interactive_probe_%s.png' %
                        (suffix % step),
                        bbox_inches='tight')

            if options.show:
                plt.draw()

            for ii, results in enumerate(all_results):
                output('probe %d (%s):' % (ii, probes[ii].name))
                output.level += 2
                for key, res in ordered_iteritems(results):
                    output(key + ':')
                    val = res[1]
                    output('  min: %+.2e, mean: %+.2e, max: %+.2e' %
                           (val.min(), val.mean(), val.max()))
                output.level -= 2
Exemplo n.º 33
0
def _gen_common_data(orders, gels, report):
    import sfepy
    from sfepy.base.base import Struct
    from sfepy.linalg import combine
    from sfepy.discrete import FieldVariable, Integral
    from sfepy.discrete.fem import Mesh, FEDomain, Field
    from sfepy.discrete.common.global_interp import get_ref_coors

    bases = ([ii for ii in combine([['2_4', '3_8'],
                                    ['lagrange', 'lobatto']])]
             + [ii for ii in combine([['2_3', '3_4'],
                                      ['lagrange']])])
    for geom, poly_space_base in bases:
        report('geometry: %s, base: %s' % (geom, poly_space_base))

        order = orders[geom]
        integral = Integral('i', order=order)

        aux = '' if geom in ['2_4', '3_8'] else 'z'
        mesh0 = Mesh.from_file('meshes/elements/%s_2%s.mesh' % (geom, aux),
                               prefix_dir=sfepy.data_dir)
        gel = gels[geom]

        perms = gel.get_conn_permutations()

        qps, qp_weights = integral.get_qp(gel.surface_facet.name)
        zz = nm.zeros_like(qps[:, :1])
        qps = nm.hstack(([qps] + [zz]))

        shift = shifts[geom]
        rcoors = nm.ascontiguousarray(qps
                                      + shift[:1, :] - shift[1:, :])
        ccoors = nm.ascontiguousarray(qps
                                      + shift[:1, :] + shift[1:, :])

        for ir, pr in enumerate(perms):
            for ic, pc in enumerate(perms):
                report('ir: %d, ic: %d' % (ir, ic))
                report('pr: %s, pc: %s' % (pr, pc))

                mesh = mesh0.copy()
                conn = mesh.get_conn(gel.name)
                conn[0, :] = conn[0, pr]
                conn[1, :] = conn[1, pc]

                cache = Struct(mesh=mesh)

                domain = FEDomain('domain', mesh)
                omega = domain.create_region('Omega', 'all')
                region = domain.create_region('Facet', rsels[geom], 'facet')
                field = Field.from_args('f', nm.float64, shape=1,
                                        region=omega, approx_order=order,
                                        poly_space_base=poly_space_base)
                var = FieldVariable('u', 'unknown', field)
                report('# dofs: %d' % var.n_dof)

                vec = nm.empty(var.n_dof, dtype=var.dtype)

                ap = field.ap
                ps = ap.interp.poly_spaces['v']

                dofs = field.get_dofs_in_region(region, merge=False)
                edofs, fdofs = nm.unique(dofs[1]), nm.unique(dofs[2])

                rrc, rcells, rstatus = get_ref_coors(field, rcoors,
                                                     cache=cache)
                crc, ccells, cstatus = get_ref_coors(field, ccoors,
                                                     cache=cache)
                assert_((rstatus == 0).all() and (cstatus == 0).all())

                yield (geom, poly_space_base, qp_weights, mesh, ir, ic,
                       ap, ps, rrc, rcells[0], crc, ccells[0],
                       vec, edofs, fdofs)
Exemplo n.º 34
0
    'fu': ('real', 6, 'Omega', 1, 'H1', 'shell10x'),
}

variables = {
    'u': ('unknown field', 'fu', 0),
    'v': ('test field', 'fu', 'u'),
}

ebcs = {
    'fix': ('Gamma1', {
        'u.all': 0.0
    }),
}

# Custom integral.
aux = Integral('i', order=3)
qp_coors, qp_weights = aux.get_qp('3_8')
qp_coors[:, 2] = thickness * (qp_coors[:, 2] - 0.5)
qp_weights *= thickness

integrals = {
    'i': ('custom', qp_coors, qp_weights),
}

equations = {
    'elasticity':
    """dw_shell10x.i.Omega(m.D, m.drill, v, u)
     = dw_point_load.i.Gamma2(load.val, v)""",
}

solvers = {
Exemplo n.º 35
0
def create_local_problem(omega_gi, orders):
    """
    Local problem definition using a domain corresponding to the global region
    `omega_gi`.
    """
    order_u, order_p = orders

    mesh = omega_gi.domain.mesh

    # All tasks have the whole mesh.
    bbox = mesh.get_bounding_box()
    min_x, max_x = bbox[:, 0]
    eps_x = 1e-8 * (max_x - min_x)

    min_y, max_y = bbox[:, 1]
    eps_y = 1e-8 * (max_y - min_y)

    mesh_i = Mesh.from_region(omega_gi, mesh, localize=True)
    domain_i = FEDomain('domain_i', mesh_i)
    omega_i = domain_i.create_region('Omega', 'all')

    gamma1_i = domain_i.create_region('Gamma1',
                                      'vertices in (x < %.10f)'
                                      % (min_x + eps_x),
                                      'facet', allow_empty=True)
    gamma2_i = domain_i.create_region('Gamma2',
                                      'vertices in (x > %.10f)'
                                      % (max_x - eps_x),
                                      'facet', allow_empty=True)
    gamma3_i = domain_i.create_region('Gamma3',
                                      'vertices in (y < %.10f)'
                                      % (min_y + eps_y),
                                      'facet', allow_empty=True)

    field1_i = Field.from_args('fu', nm.float64, mesh.dim, omega_i,
                               approx_order=order_u)

    field2_i = Field.from_args('fp', nm.float64, 1, omega_i,
                               approx_order=order_p)

    output('field 1: number of local DOFs:', field1_i.n_nod)
    output('field 2: number of local DOFs:', field2_i.n_nod)

    u_i = FieldVariable('u_i', 'unknown', field1_i, order=0)
    v_i = FieldVariable('v_i', 'test', field1_i, primary_var_name='u_i')
    p_i = FieldVariable('p_i', 'unknown', field2_i, order=1)
    q_i = FieldVariable('q_i', 'test', field2_i, primary_var_name='p_i')

    if mesh.dim == 2:
        alpha = 1e2 * nm.array([[0.132], [0.132], [0.092]])

    else:
        alpha = 1e2 * nm.array([[0.132], [0.132], [0.132],
                                [0.092], [0.092], [0.092]])

    mat = Material('m', D=stiffness_from_lame(mesh.dim, lam=10, mu=5),
                   k=1, alpha=alpha)
    integral = Integral('i', order=2*(max(order_u, order_p)))

    t11 = Term.new('dw_lin_elastic(m.D, v_i, u_i)',
                   integral, omega_i, m=mat, v_i=v_i, u_i=u_i)
    t12 = Term.new('dw_biot(m.alpha, v_i, p_i)',
                   integral, omega_i, m=mat, v_i=v_i, p_i=p_i)
    t21 = Term.new('dw_biot(m.alpha, u_i, q_i)',
                   integral, omega_i, m=mat, u_i=u_i, q_i=q_i)
    t22 = Term.new('dw_laplace(m.k, q_i, p_i)',
                   integral, omega_i, m=mat, q_i=q_i, p_i=p_i)

    eq1 = Equation('eq1', t11 - t12)
    eq2 = Equation('eq1', t21 + t22)
    eqs = Equations([eq1, eq2])

    ebc1 = EssentialBC('ebc1', gamma1_i, {'u_i.all' : 0.0})
    ebc2 = EssentialBC('ebc2', gamma2_i, {'u_i.0' : 0.05})
    def bc_fun(ts, coors, **kwargs):
        val = 0.3 * nm.sin(4 * nm.pi * (coors[:, 0] - min_x) / (max_x - min_x))
        return val

    fun = Function('bc_fun', bc_fun)
    ebc3 = EssentialBC('ebc3', gamma3_i, {'p_i.all' : fun})

    pb = Problem('problem_i', equations=eqs, active_only=False)
    pb.time_update(ebcs=Conditions([ebc1, ebc2, ebc3]))
    pb.update_materials()

    return pb
Exemplo n.º 36
0
def main():
    parser = ArgumentParser(description=__doc__)
    parser.add_argument('--version', action='version', version='%(prog)s')
    parser.add_argument('-b',
                        '--basis',
                        metavar='name',
                        action='store',
                        dest='basis',
                        default='lagrange',
                        help=help['basis'])
    parser.add_argument('-n',
                        '--max-order',
                        metavar='order',
                        type=int,
                        action='store',
                        dest='max_order',
                        default=10,
                        help=help['max_order'])
    parser.add_argument('-m',
                        '--matrix',
                        metavar='type',
                        action='store',
                        dest='matrix_type',
                        default='laplace',
                        help=help['matrix_type'])
    parser.add_argument('-g',
                        '--geometry',
                        metavar='name',
                        action='store',
                        dest='geometry',
                        default='2_4',
                        help=help['geometry'])
    options = parser.parse_args()

    dim, n_ep = int(options.geometry[0]), int(options.geometry[2])
    output('reference element geometry:')
    output('  dimension: %d, vertices: %d' % (dim, n_ep))

    n_c = {'laplace': 1, 'elasticity': dim}[options.matrix_type]

    output('matrix type:', options.matrix_type)
    output('number of variable components:', n_c)

    output('polynomial space:', options.basis)

    output('max. order:', options.max_order)

    mesh = Mesh.from_file(data_dir +
                          '/meshes/elements/%s_1.mesh' % options.geometry)
    domain = FEDomain('domain', mesh)
    omega = domain.create_region('Omega', 'all')

    orders = nm.arange(1, options.max_order + 1, dtype=nm.int)
    conds = []

    order_fix = 0 if options.geometry in ['2_4', '3_8'] else 1

    for order in orders:
        output('order:', order, '...')

        field = Field.from_args('fu',
                                nm.float64,
                                n_c,
                                omega,
                                approx_order=order,
                                space='H1',
                                poly_space_base=options.basis)

        to = field.approx_order
        quad_order = 2 * (max(to - order_fix, 0))
        output('quadrature order:', quad_order)

        integral = Integral('i', order=quad_order)
        qp, _ = integral.get_qp(options.geometry)
        output('number of quadrature points:', qp.shape[0])

        u = FieldVariable('u', 'unknown', field)
        v = FieldVariable('v', 'test', field, primary_var_name='u')

        m = Material('m', D=stiffness_from_lame(dim, 1.0, 1.0), mu=1.0)

        if options.matrix_type == 'laplace':
            term = Term.new('dw_laplace(m.mu, v, u)',
                            integral,
                            omega,
                            m=m,
                            v=v,
                            u=u)
            n_zero = 1

        else:
            assert_(options.matrix_type == 'elasticity')
            term = Term.new('dw_lin_elastic(m.D, v, u)',
                            integral,
                            omega,
                            m=m,
                            v=v,
                            u=u)
            n_zero = (dim + 1) * dim / 2

        term.setup()

        output('assembling...')
        tt = time.clock()
        mtx, iels = term.evaluate(mode='weak', diff_var='u')
        output('...done in %.2f s' % (time.clock() - tt))
        mtx = mtx[0, 0]

        try:
            assert_(nm.max(nm.abs(mtx - mtx.T)) < 1e-10)

        except:
            from sfepy.base.base import debug
            debug()

        output('matrix shape:', mtx.shape)

        eigs = eig(mtx, method='eig.sgscipy', eigenvectors=False)
        eigs.sort()

        # Zero 'true' zeros.
        eigs[:n_zero] = 0.0

        ii = nm.where(eigs < 0.0)[0]
        if len(ii):
            output('matrix is not positive semi-definite!')

        ii = nm.where(eigs[n_zero:] < 1e-12)[0]
        if len(ii):
            output('matrix has more than %d zero eigenvalues!' % n_zero)

        output('smallest eigs:\n', eigs[:10])

        ii = nm.where(eigs > 0.0)[0]
        emin, emax = eigs[ii[[0, -1]]]

        output('min:', emin, 'max:', emax)

        cond = emax / emin
        conds.append(cond)

        output('condition number:', cond)

        output('...done')

    plt.figure(1)
    plt.semilogy(orders, conds)
    plt.xticks(orders, orders)
    plt.xlabel('polynomial order')
    plt.ylabel('condition number')
    plt.grid()

    plt.figure(2)
    plt.loglog(orders, conds)
    plt.xticks(orders, orders)
    plt.xlabel('polynomial order')
    plt.ylabel('condition number')
    plt.grid()

    plt.show()
Exemplo n.º 37
0
def main():
    from sfepy import data_dir

    parser = OptionParser(usage=usage, version='%prog')
    parser.add_option('-s',
                      '--show',
                      action="store_true",
                      dest='show',
                      default=False,
                      help=help['show'])
    options, args = parser.parse_args()

    mesh = Mesh.from_file(data_dir + '/meshes/2d/rectangle_tri.mesh')
    domain = FEDomain('domain', mesh)

    min_x, max_x = domain.get_mesh_bounding_box()[:, 0]
    eps = 1e-8 * (max_x - min_x)
    omega = domain.create_region('Omega', 'all')
    gamma1 = domain.create_region('Gamma1',
                                  'vertices in x < %.10f' % (min_x + eps),
                                  'facet')
    gamma2 = domain.create_region('Gamma2',
                                  'vertices in x > %.10f' % (max_x - eps),
                                  'facet')

    field = Field.from_args('fu', nm.float64, 'vector', omega, approx_order=2)

    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    m = Material('m', D=stiffness_from_lame(dim=2, lam=1.0, mu=1.0))
    f = Material('f', val=[[0.02], [0.01]])

    integral = Integral('i', order=3)

    t1 = Term.new('dw_lin_elastic(m.D, v, u)', integral, omega, m=m, v=v, u=u)
    t2 = Term.new('dw_volume_lvf(f.val, v)', integral, omega, f=f, v=v)
    eq = Equation('balance', t1 + t2)
    eqs = Equations([eq])

    fix_u = EssentialBC('fix_u', gamma1, {'u.all': 0.0})

    bc_fun = Function('shift_u_fun', shift_u_fun, extra_args={'shift': 0.01})
    shift_u = EssentialBC('shift_u', gamma2, {'u.0': bc_fun})

    ls = ScipyDirect({})

    nls_status = IndexedStruct()
    nls = Newton({}, lin_solver=ls, status=nls_status)

    pb = Problem('elasticity', equations=eqs, nls=nls, ls=ls)
    pb.save_regions_as_groups('regions')

    pb.time_update(ebcs=Conditions([fix_u, shift_u]))

    vec = pb.solve()
    print(nls_status)

    pb.save_state('linear_elasticity.vtk', vec)

    if options.show:
        view = Viewer('linear_elasticity.vtk')
        view(vector_mode='warp_norm',
             rel_scaling=2,
             is_scalar_bar=True,
             is_wireframe=True)
def main():
    parser = ArgumentParser(description=__doc__.rstrip(),
                            formatter_class=RawDescriptionHelpFormatter)
    parser.add_argument('output_dir', help=helps['output_dir'])
    parser.add_argument('--dims', metavar='dims',
                        action='store', dest='dims',
                        default='1.0,1.0,1.0', help=helps['dims'])
    parser.add_argument('--shape', metavar='shape',
                        action='store', dest='shape',
                        default='7,7,7', help=helps['shape'])
    parser.add_argument('--centre', metavar='centre',
                        action='store', dest='centre',
                        default='0.0,0.0,0.0', help=helps['centre'])
    parser.add_argument('-3', '--3d',
                        action='store_true', dest='is_3d',
                        default=False, help=helps['3d'])
    parser.add_argument('--order', metavar='int', type=int,
                        action='store', dest='order',
                        default=1, help=helps['order'])
    options = parser.parse_args()

    dim = 3 if options.is_3d else 2
    dims = nm.array(eval(options.dims), dtype=nm.float64)[:dim]
    shape = nm.array(eval(options.shape), dtype=nm.int32)[:dim]
    centre = nm.array(eval(options.centre), dtype=nm.float64)[:dim]

    output('dimensions:', dims)
    output('shape:     ', shape)
    output('centre:    ', centre)

    mesh0 = gen_block_mesh(dims, shape, centre, name='block-fem',
                           verbose=True)
    domain0 = FEDomain('d', mesh0)

    bbox = domain0.get_mesh_bounding_box()
    min_x, max_x = bbox[:, 0]
    eps = 1e-8 * (max_x - min_x)

    cnt = (shape[0] - 1) // 2
    g0 = 0.5 * dims[0]
    grading = nm.array([g0 / 2**ii for ii in range(cnt)]) + eps + centre[0] - g0

    domain, subs = refine_towards_facet(domain0, grading, 'x <')

    omega = domain.create_region('Omega', 'all')

    gamma1 = domain.create_region('Gamma1',
                                  'vertices in (x < %.10f)' % (min_x + eps),
                                  'facet')
    gamma2 = domain.create_region('Gamma2',
                                  'vertices in (x > %.10f)' % (max_x - eps),
                                  'facet')

    field = Field.from_args('fu', nm.float64, 1, omega,
                            approx_order=options.order)

    if subs is not None:
        field.substitute_dofs(subs)

    u = FieldVariable('u', 'unknown', field)
    v = FieldVariable('v', 'test', field, primary_var_name='u')

    integral = Integral('i', order=2*options.order)

    t1 = Term.new('dw_laplace(v, u)',
                  integral, omega, v=v, u=u)
    eq = Equation('eq', t1)
    eqs = Equations([eq])

    def u_fun(ts, coors, bc=None, problem=None):
        """
        Define a displacement depending on the y coordinate.
        """
        if coors.shape[1] == 2:
            min_y, max_y = bbox[:, 1]
            y = (coors[:, 1] - min_y) / (max_y - min_y)

            val = (max_y - min_y) * nm.cos(3 * nm.pi * y)

        else:
            min_y, max_y = bbox[:, 1]
            min_z, max_z = bbox[:, 2]
            y = (coors[:, 1] - min_y) / (max_y - min_y)
            z = (coors[:, 2] - min_z) / (max_z - min_z)

            val = ((max_y - min_y) * (max_z - min_z)
                   * nm.cos(3 * nm.pi * y) * (1.0 + 3.0 * (z - 0.5)**2))

        return val

    bc_fun = Function('u_fun', u_fun)
    fix1 = EssentialBC('shift_u', gamma1, {'u.0' : bc_fun})
    fix2 = EssentialBC('fix2', gamma2, {'u.all' : 0.0})

    ls = ScipyDirect({})

    nls = Newton({}, lin_solver=ls)

    pb = Problem('heat', equations=eqs, nls=nls, ls=ls)

    pb.time_update(ebcs=Conditions([fix1, fix2]))
    state = pb.solve()

    if subs is not None:
        field.restore_dofs()

    filename = os.path.join(options.output_dir, 'hanging.vtk')
    ensure_path(filename)

    pb.save_state(filename, state)
    if options.order > 1:
        pb.save_state(filename, state, linearization=Struct(kind='adaptive',
                                                            min_level=0,
                                                            max_level=8,
                                                            eps=1e-3))