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Python Problem.set_solvers_instances方法代码示例

本文整理汇总了Python中sfepy.discrete.Problem.set_solvers_instances方法的典型用法代码示例。如果您正苦于以下问题:Python Problem.set_solvers_instances方法的具体用法?Python Problem.set_solvers_instances怎么用?Python Problem.set_solvers_instances使用的例子?那么恭喜您, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在sfepy.discrete.Problem的用法示例。


在下文中一共展示了Problem.set_solvers_instances方法的2个代码示例,这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞,您的评价将有助于系统推荐出更棒的Python代码示例。

示例1: run

# 需要导入模块: from sfepy.discrete import Problem [as 别名]
# 或者: from sfepy.discrete.Problem import set_solvers_instances [as 别名]
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({})

    pb = Problem('laplace', equations=eqs, auto_solvers=None)

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

    ev = pb.get_evaluator()
    nls = Newton({}, lin_solver=ls,
                 fun=ev.eval_residual, fun_grad=ev.eval_tangent_matrix)

    pb.set_solvers_instances(ls, nls)

    state = pb.solve()

    return pb, state
开发者ID:andy-c-huang,项目名称:sfepy,代码行数:61,代码来源:laplace_shifted_periodic.py

示例2: _solve

# 需要导入模块: from sfepy.discrete import Problem [as 别名]
# 或者: from sfepy.discrete.Problem import set_solvers_instances [as 别名]
    def _solve(self, property_array):
        """
        Solve the Sfepy problem for one sample.

        Args:
          property_array: array of shape (n_x, n_y, 2) where the last
          index is for Lame's parameter and shear modulus,
          respectively.

        Returns:
          the strain field of shape (n_x, n_y, 2) where the last
          index represents the x and y displacements

        """
        shape = property_array.shape[:-1]
        mesh = self._get_mesh(shape)
        domain = Domain('domain', mesh)

        region_all = domain.create_region('region_all', 'all')

        field = Field.from_args('fu', np.float64, 'vector', region_all, # pylint: disable=no-member
                                approx_order=2)

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

        m = self._get_material(property_array, domain)

        integral = Integral('i', order=4)

        t1 = Term.new('dw_lin_elastic_iso(m.lam, m.mu, v, u)',
                      integral, region_all, m=m, v=v, u=u)
        eq = Equation('balance_of_forces', t1)
        eqs = Equations([eq])

        epbcs, functions = self._get_periodicBCs(domain)
        ebcs = self._get_displacementBCs(domain)
        lcbcs = self._get_linear_combinationBCs(domain)

        ls = ScipyDirect({})

        pb = Problem('elasticity', equations=eqs, auto_solvers=None)

        pb.time_update(
            ebcs=ebcs, epbcs=epbcs, lcbcs=lcbcs, functions=functions)

        ev = pb.get_evaluator()
        nls = Newton({}, lin_solver=ls,
                     fun=ev.eval_residual, fun_grad=ev.eval_tangent_matrix)

        try:
            pb.set_solvers_instances(ls, nls)
        except AttributeError:
            pb.set_solver(nls)

        vec = pb.solve()

        u = vec.create_output_dict()['u'].data
        u_reshape = np.reshape(u, (tuple(x + 1 for x in shape) + u.shape[-1:]))

        dims = domain.get_mesh_bounding_box().shape[1]
        strain = np.squeeze(
            pb.evaluate(
                'ev_cauchy_strain.{dim}.region_all(u)'.format(
                    dim=dims),
                mode='el_avg',
                copy_materials=False))
        strain_reshape = np.reshape(strain, (shape + strain.shape[-1:]))

        stress = np.squeeze(
            pb.evaluate(
                'ev_cauchy_stress.{dim}.region_all(m.D, u)'.format(
                    dim=dims),
                mode='el_avg',
                copy_materials=False))
        stress_reshape = np.reshape(stress, (shape + stress.shape[-1:]))

        return strain_reshape, u_reshape, stress_reshape
开发者ID:materialsinnovation,项目名称:pymks,代码行数:80,代码来源:elastic_FE_simulation.py


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