Beispiel #1
0
def define(filename_mesh, pars, approx_order, refinement_level, solver_conf,
           plane='strain', post_process=False, mesh_eps=1e-8):
    io = MeshIO.any_from_filename(filename_mesh)
    bbox = io.read_bounding_box()
    dim = bbox.shape[1]

    options = {
        'absolute_mesh_path' : True,
        'refinement_level' : refinement_level,
        'allow_empty_regions' : True,
        'post_process_hook' : 'compute_von_mises' if post_process else None,
    }

    fields = {
        'displacement': ('complex', dim, 'Omega', approx_order),
    }

    young1, poisson1, density1, young2, poisson2, density2 = pars
    materials = {
        'm' : ({
            'D' : {'Y1' : stiffness(dim, young=young1, poisson=poisson1,
                                    plane=plane),
                   'Y2' : stiffness(dim, young=young2, poisson=poisson2,
                                    plane=plane)},
            'density' : {'Y1' : density1, 'Y2' : density2},
        },),
        'wave' : 'get_wdir',
    }

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

    regions = {
        'Omega' : 'all',
        'Y1': 'cells of group 1',
        'Y2': 'cells of group 2',
    }
    regions.update(define_box_regions(dim,
                                      bbox[0], bbox[1], mesh_eps))

    ebcs = {
    }

    if dim == 3:
        epbcs = {
            'periodic_x' : (['Left', 'Right'], {'u.all' : 'u.all'},
                            'match_x_plane'),
            'periodic_y' : (['Near', 'Far'], {'u.all' : 'u.all'},
                            'match_y_plane'),
            'periodic_z' : (['Top', 'Bottom'], {'u.all' : 'u.all'},
                            'match_z_plane'),
        }
    else:
        epbcs = {
            'periodic_x' : (['Left', 'Right'], {'u.all' : 'u.all'},
                            'match_y_line'),
            'periodic_y' : (['Bottom', 'Top'], {'u.all' : 'u.all'},
                            'match_x_line'),
        }

    per.set_accuracy(mesh_eps)
    functions = {
        'match_x_plane' : (per.match_x_plane,),
        'match_y_plane' : (per.match_y_plane,),
        'match_z_plane' : (per.match_z_plane,),
        'match_x_line' : (per.match_x_line,),
        'match_y_line' : (per.match_y_line,),
        'get_wdir' : (get_wdir,),
    }

    integrals = {
        'i' : 2 * approx_order,
    }

    equations = {
        'K' : 'dw_lin_elastic.i.Omega(m.D, v, u)',
        'S' : 'dw_elastic_wave.i.Omega(m.D, wave.vec, v, u)',
        'R' : """1j * dw_elastic_wave_cauchy.i.Omega(m.D, wave.vec, u, v)
               - 1j * dw_elastic_wave_cauchy.i.Omega(m.D, wave.vec, v, u)""",
        'M' : 'dw_volume_dot.i.Omega(m.density, v, u)',
    }

    solver_0 = solver_conf.copy()
    solver_0['name'] = 'eig'

    return locals()
Beispiel #2
0
def define(filename_mesh, pars, approx_order, refinement_level, solver_conf,
           plane='strain', post_process=False):
    io = MeshIO.any_from_filename(filename_mesh)
    bbox = io.read_bounding_box()
    dim = bbox.shape[1]
    size = (bbox[1] - bbox[0]).max()

    options = {
        'absolute_mesh_path' : True,
        'refinement_level' : refinement_level,
        'allow_empty_regions' : True,
        'post_process_hook' : 'compute_von_mises' if post_process else None,
    }

    fields = {
        'displacement': ('complex', dim, 'Omega', approx_order),
    }

    young1, poisson1, density1, young2, poisson2, density2 = pars
    materials = {
        'm' : ({
            'D' : {'Y1' : stiffness(dim, young=young1, poisson=poisson1,
                                    plane=plane),
                   'Y2' : stiffness(dim, young=young2, poisson=poisson2,
                                    plane=plane)},
            'density' : {'Y1' : density1, 'Y2' : density2},
        },),
        'wave' : 'get_wdir',
    }

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

    regions = {
        'Omega' : 'all',
        'Y1': 'cells of group 1',
        'Y2': 'cells of group 2',
    }
    regions.update(define_box_regions(dim,
                                      bbox[0], bbox[1], 1e-8))

    ebcs = {
    }

    if dim == 3:
        epbcs = {
            'periodic_x' : (['Left', 'Right'], {'u.all' : 'u.all'},
                            'match_x_plane'),
            'periodic_y' : (['Near', 'Far'], {'u.all' : 'u.all'},
                            'match_y_plane'),
            'periodic_z' : (['Top', 'Bottom'], {'u.all' : 'u.all'},
                            'match_z_plane'),
        }
    else:
        epbcs = {
            'periodic_x' : (['Left', 'Right'], {'u.all' : 'u.all'},
                            'match_y_line'),
            'periodic_y' : (['Bottom', 'Top'], {'u.all' : 'u.all'},
                            'match_x_line'),
        }

    per.set_accuracy(1e-8 * size)
    functions = {
        'match_x_plane' : (per.match_x_plane,),
        'match_y_plane' : (per.match_y_plane,),
        'match_z_plane' : (per.match_z_plane,),
        'match_x_line' : (per.match_x_line,),
        'match_y_line' : (per.match_y_line,),
        'get_wdir' : (get_wdir,),
    }

    integrals = {
        'i' : 2 * approx_order,
    }

    equations = {
        'K' : 'dw_lin_elastic.i.Omega(m.D, v, u)',
        'S' : 'dw_elastic_wave.i.Omega(m.D, wave.vec, v, u)',
        'R' : """1j * dw_elastic_wave_cauchy.i.Omega(m.D, wave.vec, u, v)
               - 1j * dw_elastic_wave_cauchy.i.Omega(m.D, wave.vec, v, u)""",
        'M' : 'dw_volume_dot.i.Omega(m.density, v, u)',
    }

    solver_0 = solver_conf.copy()
    solver_0['name'] = 'eig'

    return locals()