コード例 #1
0
    def compute_steady_state(self):

        names = {'Cl', 'Na', 'K'}

        P1 = FiniteElement('P', fe.triangle, 1)
        element = MixedElement([P1, P1, P1])
        V = FunctionSpace(self.mesh, element)
        self.V_conc = V

        (u_cl, u_na, u_k) = TrialFunction(V)
        (v_cl, v_na, v_k) = TestFunction(V)

        assert (self.flow is not None)

        n = fe.FacetNormal(self.mesh)

        # F = ( self.F_diff_conv(u_cl, v_cl, n, grad(self.phi), 1. ,1., 0.)
        #    + self.F_diff_conv(u_na, v_na, n, grad(self.phi), 1. ,1., 0.)
        #    + self.F_diff_conv(u_k , v_k , n, grad(self.phi), 1. ,1., 0.) )

        dx, ds = self.dx, self.ds
        flow = self.flow
        F = inner(grad(u_cl), grad(v_cl)) * dx \
            + inner(flow, grad(u_cl)) * v_cl * dx \
            + inner(grad(u_na), grad(v_na)) * dx \
            + inner(flow, grad(u_na)) * v_na * dx \
            + inner(grad(u_k), grad(v_k)) * dx \
            + inner(flow, grad(u_k)) * v_k * dx

        a, L = fe.lhs(F), fe.rhs(F)
        a_mat = fe.assemble(a)
        L_vec = fe.assemble(L)
        # solve
        u = Function(V)
        fe.solve(a_mat, u.vector(), L_vec)

        u_cl, u_na, u_k = u.split()

        output1 = fe.File('/tmp/steady_state_cl.pvd')
        output1 << u_cl
        output2 = fe.File('/tmp/steady_state_na.pvd')
        output2 << u_na
        output3 = fe.File('/tmp/steady_state_k.pvd')
        output3 << u_k

        self.u_cl = u_cl
        self.u_na = u_na
        self.u_k = u_k
コード例 #2
0
    def set_data_dirs(self):

        if not os.path.exists(self.postprocessing_dir):
            os.makedirs(self.postprocessing_dir)

        if not os.path.exists(self.fem_solution_storage_dir):
            os.makedirs(self.fem_solution_storage_dir)

        if not os.path.exists(self.movie_dir):
            os.makedirs(self.movie_dir)

        if not os.path.exists(self.vtk_dir):
            os.makedirs(self.vtk_dir)

        if not os.path.exists(self.slope_field_dir):
            os.makedirs(self.slope_field_dir)

        if not os.path.exists(self.slope_field_movie_dir):
            os.makedirs(self.slope_field_movie_dir)

        if not os.path.exists(self.potential_dir):
            os.makedirs(self.potential_dir)

        if not os.path.exists(self.potential_movie_dir):
            os.makedirs(self.potential_movie_dir)

        txt   = 'solution.pvd'
        fname = os.path.join(self.vtk_dir, txt)
        self.vtkfile = fe.File(fname)
コード例 #3
0
    def set_data_dirs(self):

        with_hg = 'HG-NPs_tumor-bearing'
        no_hg = 'NPS_TUMOR-BEARING'

        if self.use_hg:
            hg_state = with_hg

        else:
            hg_state = no_hg

        lambda_label = str(self.lam != 0)

        self.fem_opt_data_source_dir  = os.path.join(os.getcwd(),\
                'raw_data/Tumor-bearing',\
                hg_state)

        self.fem_opt_exp_data_vec_dir = os.path.join(\
                self.fem_opt_data_source_dir,\
                'fem_m_' + str(self.experimental_z_n))

        if not os.path.exists(self.fem_opt_exp_data_vec_dir):
            os.makedirs(self.fem_opt_exp_data_vec_dir)

        txt = 'diffusion_' + 'lambda_' + lambda_label
        self.fem_opt_img_storage_dir = os.path.join(\
                self.fem_opt_data_source_dir,\
                txt)

        if not os.path.exists(self.fem_opt_img_storage_dir):
            os.makedirs(self.fem_opt_img_storage_dir)

        txt = 'solution.pvd'
        fname = os.path.join(self.fem_opt_img_storage_dir, txt)
        self.vtkfile = fe.File(fname)
コード例 #4
0
    def create_cocontinuous_mesh(self):

        if self.use_previously_stored_mesh:

            self.mesh = fe.Mesh(self.mesh_fname)
            print('Mesh has been loaded from file')
            return

        p = self.L * np.ones(3)
        geo     = mesher.Box(fe.Point(0,0,0), fe.Point(p))
        net     = self.extrude_base_net()
        columns = self.create_cylindrical_columns()
        net    += columns

        if self.keep_only_network: 
            geo  = net
        else:
            geo -= net

        print('Finished creating the geometry')
        self.mesh = mesher.generate_mesh(geo, self.mesh_density);

        print('Writing mesh to file')
        mesh_file = fe.File(self.mesh_fname)
        mesh_file << self.mesh
        print('Finished writing mesh to file')
コード例 #5
0
ファイル: mfem.py プロジェクト: tianjuxue/crack
def mfem():
    files = glob.glob('data/pvd/mfem/*')
    for f in files:
        try:
            os.remove(f)
        except Exception as e:
            print('Failed to delete {}, reason: {}' % (f, e))

    plate = mshr.Rectangle(fe.Point(0, 0), fe.Point(100, 100))
    mesh = mshr.generate_mesh(plate, 50)
    # mesh = fe.RectangleMesh(fe.Point(-2, -2), fe.Point(2, 2), 50, 50)

    x_hat = fe.SpatialCoordinate(mesh)

    U = fe.VectorFunctionSpace(mesh, 'CG', 2)
    V = fe.FunctionSpace(mesh, "CG", 1)
    W = fe.FunctionSpace(mesh, "DG", 0)

    # n = 21
    # control_points = np.stack((np.linspace(0, 1, n), np.linspace(0, 1, n)), axis=1)
    # impact_radii = np.linspace(0., 0.5, n)

    rho_default = 25. / np.sqrt(5) * 2
    control_points = np.array([[50., 50.], [62.5, 25.]])
    impact_radii = np.array([rho_default, rho_default])

    mid_point = np.array([75., 0.])
    mid_point1 = np.array([100., 0.])
    mid_point2 = np.array([50., 0.])
    points = [mid_point, mid_point1, mid_point2]
    direct_vec = np.array([1., -2])
    rotated_vec = np.array([2., 1.])

    direct_vec /= np.linalg.norm(direct_vec)
    rotated_vec /= np.linalg.norm(rotated_vec)

    directions = [direct_vec, rotated_vec]
    boundary_info = [points, directions, rho_default]

    # df, xi = distance_function_segments_ufl(x_hat, control_points, impact_radii)
    # d = fe.project(df, V)

    delta_x = map_function_ufl(x_hat, control_points, impact_radii,
                               boundary_info) - x_hat
    u = fe.project(delta_x, U)

    # e = fe.Function(U)
    # int_exp = InterpolateExpression(u, control_points, impact_radii)
    # e = fe.interpolate(int_exp, U)
    # int_exp = InterpolateExpression(e, control_points, impact_radii)
    # e = fe.project(int_exp, U)

    vtkfile_u = fe.File('data/pvd/mfem/u.pvd')
    u.rename("u", "u")
    vtkfile_u << u
コード例 #6
0
ファイル: simulation.py プロジェクト: sigveka/MoDeNa
def preprocess(fname):
    """Loads mesh, defines system of equations and prepares system matrix."""
    mesh = fe.Mesh(fname + ".xml")
    if INPUTS['saving']['mesh']:
        fe.File(fname + "_mesh.pvd") << mesh
    boundaries = fe.MeshFunction('size_t', mesh, fname + '_facet_region.xml')
    if INPUTS['saving']['boundaries']:
        fe.File(fname + "_subdomains.pvd") << boundaries
    subdomains = fe.MeshFunction('size_t', mesh,
                                 fname + '_physical_region.xml')
    if INPUTS['saving']['subdomains']:
        fe.File(fname + "_subdomains.pvd") << subdomains
    if INPUTS['plotting']['mesh']:
        fe.plot(mesh, title='Mesh')
    if INPUTS['plotting']['boundaries']:
        fe.plot(boundaries, title='Boundaries')
    if INPUTS['plotting']['subdomains']:
        fe.plot(subdomains, title='Subdomains')
    fun_space = fe.FunctionSpace(mesh,
                                 INPUTS['element_type'],
                                 INPUTS['element_degree'],
                                 constrained_domain=PeriodicDomain())
    if ARGS['--verbose']:
        dofmap = fun_space.dofmap()
        print('Number of DOFs:', len(dofmap.dofs()))
    field = fe.TrialFunction(fun_space)
    test_func = fe.TestFunction(fun_space)
    cond = Conductivity(subdomains,
                        fe.Constant(INPUTS['conductivity']['gas']),
                        fe.Constant(INPUTS['conductivity']['solid']),
                        degree=0)
    system_matrix = -cond * fe.inner(fe.grad(field),
                                     fe.grad(test_func)) * fe.dx
    bctop = fe.Constant(INPUTS['boundary_conditions']['top'])
    bcbot = fe.Constant(INPUTS['boundary_conditions']['bottom'])
    bcs = [
        fe.DirichletBC(fun_space, bctop, boundaries, 1),
        fe.DirichletBC(fun_space, bcbot, boundaries, 2)
    ]
    field = fe.Function(fun_space)
    return system_matrix, field, bcs, cond
コード例 #7
0
ファイル: test_fenics.py プロジェクト: kursawe/forcedynamics
    def xest_second_tutorial(self):
        T = 2.0  # final time
        num_steps = 50  # number of time steps
        dt = T / num_steps  # time step size
        # Create mesh and define function space
        nx = ny = 30
        mesh = fenics.RectangleMesh(fenics.Point(-2, -2), fenics.Point(2, 2),
                                    nx, ny)
        V = fenics.FunctionSpace(mesh, 'P', 1)

        # Define boundary condition
        def boundary(x, on_boundary):
            return on_boundary

        bc = fenics.DirichletBC(V, fenics.Constant(0), boundary)
        # Define initial value
        u_0 = fenics.Expression('exp(-a*pow(x[0], 2) - a*pow(x[1], 2))',
                                degree=2,
                                a=5)
        u_n = fenics.interpolate(u_0, V)
        # Define variational problem
        u = fenics.TrialFunction(V)
        v = fenics.TestFunction(V)
        f = fenics.Constant(0)
        F = u * v * fenics.dx + dt * fenics.dot(fenics.grad(u), fenics.grad(
            v)) * fenics.dx - (u_n + dt * f) * v * fenics.dx
        a, L = fenics.lhs(F), fenics.rhs(F)
        # Create VTK file for saving solution
        vtkfile = fenics.File(
            os.path.join(os.path.dirname(__file__), 'output', 'heat_gaussian',
                         'solution.pvd'))
        # Time-stepping
        u = fenics.Function(V)
        t = 0
        not_initialised = True
        for n in range(num_steps):
            # Update current time
            t += dt
            # Compute solution
            fenics.solve(a == L, u, bc)
            # Save to file and plot solution
            vtkfile << (u, t)
            # Here we'll need to call tripcolor ourselves to get access to the color range
            fenics.plot(u)
            animation_camera.snap()
            u_n.assign(u)
        animation = animation_camera.animate()
        animation.save(
            os.path.join(os.path.dirname(__file__), 'output',
                         'heat_gaussian.mp4'))
コード例 #8
0
    def setup_fe(self):
        # Define the relevant function spaces
        V = d.FunctionSpace(self.mesh, "Lagrange", 1)
        self.V = V

        # DG0 is useful for defining piecewise constant functions
        DV = d.FunctionSpace(self.mesh, "Discontinuous Lagrange", 0)
        self.DV = DV

        # Define test and trial functions for FE
        self.z = d.TrialFunction(self.V)
        self.w = d.TestFunction(self.V)

        regions = self.per_tissue_constant(lambda l: l)
        region_file = d.File("../%s-regions.pvd" % input_mesh)
        region_file << regions
コード例 #9
0
    def __init__(self):
        self.h = .4

        # Cell properties
        self.obs_length = 0.9
        self.obs_height = 0.001
        self.obs_ratio = self.obs_height / self.obs_length

        if self.h < self.eta:
            raise ValueError("Eta must be smaller than h")
        self.ref_T = 0.1

        self.eps = 2 * self.eta / MembraneSimulator.length
        self.mesh = fe.RectangleMesh(
            fe.Point(-1, 0),
            fe.Point(1, 2 * self.h / MembraneSimulator.length), 50, 50)
        self.cell_mesh = None
        self.D = np.matrix(((4 * self.ref_T * MembraneSimulator.d1 /
                             MembraneSimulator.length**2, -0.05),
                            (+0.05, 4 * self.ref_T * MembraneSimulator.d2 /
                             MembraneSimulator.length**2)))
        # Dirichlet boundary conditions
        self.u_l = 6E-5
        self.u_r = 0
        self.u_boundary = fe.Expression(
            '(u_l*(x[0] < - par) + u_r*(x[0] >= par))',
            u_l=self.u_l,
            u_r=self.u_r,
            par=MembraneSimulator.w / MembraneSimulator.length,
            degree=2)
        self.u_0 = self.u_boundary / 2

        # self.rhs = fe.Expression('(x[1]>par)*u',u=self.u_l*4,par=MembraneSimulator.eta/MembraneSimulator.length, degree=2)
        self.rhs = fe.Constant(0)
        self.time = 0
        self.T = 1
        self.dt = 0.01
        self.tol = 1E-4

        self.function_space = fe.FunctionSpace(self.mesh, 'P', 2)
        self.solution = fe.Function(self.function_space)
        self.cell_solutions = self.cell_fs = None
        self.unit_vectors = [fe.Constant((1., 0.)), fe.Constant((0., 1.))]
        self.eff_diff = np.zeros((2, 2))
        self.file = fe.File('results/solution.pvd')
コード例 #10
0
def run_solver_c(
    ndim,
    length,
    units,
    bcs,
    u0,
    powers,
    nx,
    F,
    coordinates=False,
    is_plot=False,
    vtk=False,
):
    ny = nx
    nz = nx if ndim == 3 else None
    u_D = fs.Constant(u0)
    if len(bcs) > 0 and bcs[0] != []:
        if ndim == 2:
            bc_funs = [LineBoundary(line).get_boundary() for line in bcs]
        else:
            bc_funs = [RecBoundary(rec).get_boundary() for rec in bcs]
    else:
        bc_funs = [lambda x, on_boundary: on_boundary]  # 边界都为 Dirichlet

    f = SourceF(F, length)
    u = solver(f, u_D, bc_funs, ndim, length, nx, ny, nz)
    if is_plot:
        import matplotlib.pyplot as plt

        plt.plot(u)
    if vtk:
        vtkfile = fs.File("solution.pvd")
        vtkfile << u
    if ndim == 2:
        U = u.compute_vertex_values().reshape(nx + 1, nx + 1)
    else:
        U = u.compute_vertex_values().reshape(nx + 1, nx + 1, nx + 1)
    if coordinates:
        xs, ys, zs = get_mesh_grid(length, nx, ny, nz)
    else:
        xs, ys, zs = None, None, None
    return U, xs, ys, zs
コード例 #11
0
def calculate_efield_fenics(si):

    numerical_vars = si.numerical_variables
    u = numerical_vars["ef_phi"]

    assert u is not None, "Please calculate the potential first!"

    print("Calculating the electric field... ", end="", flush=True)

    fenics_field = fn.project(-fn.grad(u), solver_type='cg', preconditioner_type='ilu')
    electric_field = FenicsField(fenics_field)

    numerical_vars["ef_itp"] = electric_field
    si.numerical_variables = numerical_vars

    fieldfile = fn.File(TEMP_DIR + '/e_field.pvd')
    fieldfile << fenics_field

    print("Done!", flush=True)

    return 0
コード例 #12
0
ファイル: simulation.py プロジェクト: sigveka/MoDeNa
def postprocess(fname, field, cond):
    """Postprocessing of the simulation."""
    func_space = field.function_space()
    mesh = func_space.mesh()
    degree = func_space.ufl_element().degree()
    vec_func_space = fe.VectorFunctionSpace(mesh, INPUTS['element_type'],
                                            degree)
    flux = fe.project(-cond * fe.grad(field), vec_func_space)
    divergence = fe.project(-fe.div(cond * fe.grad(field)), func_space)
    flux_x, flux_y, flux_z = flux.split()
    av_flux = fe.assemble(flux_z * fe.dx) / ((XMAX - XMIN) * (YMAX - YMIN))
    keff = av_flux * (ZMAX - ZMIN) / (INPUTS['boundary_conditions']['top'] -
                                      INPUTS['boundary_conditions']['bottom'])
    print('Effective conductivity: {0}'.format(keff))
    with open(fname + "_keff.csv", 'w') as textfile:
        textfile.write('keff\n')
        textfile.write('{0}\n'.format(keff))
    fe.File(fname + "_solution.pvd") << field
    if INPUTS['saving']['flux']:
        fe.File(fname + "_flux.pvd") << flux
    if INPUTS['saving']['flux_divergence']:
        fe.File(fname + "_flux_divergence.pvd") << divergence
    if INPUTS['saving']['flux_components']:
        fe.File(fname + "_flux_x.pvd") << flux_x
        fe.File(fname + "_flux_y.pvd") << flux_y
        fe.File(fname + "_flux_z.pvd") << flux_z
    if INPUTS['plotting']['solution']:
        fe.plot(field, title="Solution")
    if INPUTS['plotting']['flux']:
        fe.plot(flux, title="Flux")
    if INPUTS['plotting']['flux_divergence']:
        fe.plot(divergence, title="Divergence")
    if INPUTS['plotting']['flux_components']:
        fe.plot(flux_x, title='x-component of flux (-kappa*grad(u))')
        fe.plot(flux_y, title='y-component of flux (-kappa*grad(u))')
        fe.plot(flux_z, title='z-component of flux (-kappa*grad(u))')
    if True in INPUTS['plotting'].values():
        fe.interactive()
コード例 #13
0
 def _write_fenics_file(data, path):
     fn.File(path) << data
コード例 #14
0
 def write_vtk(self):
     """
     write the output
     """
     vtkfile = FEN.File(self._vtk_filename)
     vtkfile << self._u
コード例 #15
0
ファイル: test_dolfin.py プロジェクト: AxlaCode/AmorFEA
                alpha / 2 * f**2 * fa.dx)
control = da.Control(f)
rf = da.ReducedFunctional(J, control)

# set the initial value to be zero for optimization
f.vector()[:] = 0
# N = len(f.vector()[:])
# f.vector()[:] = np.random.rand(N)*2 -1

problem = da.MoolaOptimizationProblem(rf)
f_moola = moola.DolfinPrimalVector(f)
solver = moola.BFGS(problem,
                    f_moola,
                    options={
                        'jtol': 0,
                        'gtol': 1e-9,
                        'Hinit': "default",
                        'maxiter': 100,
                        'mem_lim': 10
                    })
sol = solver.solve()
f_opt = sol['control'].data

file = fa.File('f.pvd')
f_opt.rename('f', 'f')
file << f_opt

file = fa.File('g.pvd')
g.rename('g', 'g')
file << g
コード例 #16
0
 def _load_fct(path):
     assert mesh, 'Need to specify a mesh on which to generate the region marker function'
     data = fn.MeshFunction('size_t', mesh, mesh.topology().dim())
     fn.File(path) >> data
     return data
コード例 #17
0
ファイル: unsteadyStep.py プロジェクト: kilojoules/SA_fenics
if MODEL:
    bcSet = [
        bc_1, bc_2, bc_3, bc_inflow, bc_p, bc_v_x0, bc_v_x1, bc_v_y1, bc_v_in,
        bc_v_top
    ]
else:
    bcSet = [bc_1, bc_2, bc_3, bc_inflow, bc_p]
problem = fe.NonlinearVariationalProblem(weakForm, W0, bcSet, J=dFdW)

solver = fe.NonlinearVariationalSolver(problem)

prm = solver.parameters

t = 0.0
t_end = 5.0
pFile = fe.File('Pressure.pvd')
uFile = fe.File('Velocity.pvd')
vFile = fe.File('Vorticity.pvd')
wFile = fe.File('W.pvd')
T = fe.FunctionSpace(mesh, 'CG', 1)
#solver.solve()
while t < t_end:
    print("t =", t)
    solver.solve()
    u1, p1 = W0.split()
    uFile << u1
    pFile << p1
    We.assign(W0)
    wFile << W0
    omega = fe.curl(u)
    vFile << fe.project(fe.inner(omega, omega), T)
コード例 #18
0
    def __init__(self, optimization_problem):
        """Parent class for the optimization methods implemented in cashocs.optimization.methods

		Parameters
		----------
		optimization_problem : cashocs.ShapeOptimizationProblem
			the optimization problem
		"""

        self.line_search_broken = False
        self.has_curvature_info = False

        self.optimization_problem = optimization_problem
        self.form_handler = self.optimization_problem.form_handler
        self.state_problem = self.optimization_problem.state_problem
        self.config = self.state_problem.config
        self.adjoint_problem = self.optimization_problem.adjoint_problem

        self.shape_gradient_problem = self.optimization_problem.shape_gradient_problem
        self.gradient = self.shape_gradient_problem.gradient
        self.cost_functional = self.optimization_problem.reduced_cost_functional
        self.search_direction = fenics.Function(
            self.form_handler.deformation_space)

        if self.config.getboolean('Mesh', 'remesh', fallback=False):
            self.iteration = self.optimization_problem.temp_dict[
                'OptimizationRoutine'].get('iteration_counter', 0)
        else:
            self.iteration = 0
        self.objective_value = 1.0
        self.gradient_norm_initial = 1.0
        self.relative_norm = 1.0
        self.stepsize = 1.0

        self.converged = False
        self.converged_reason = 0

        self.output_dict = dict()
        try:
            self.output_dict[
                'cost_function_value'] = self.optimization_problem.temp_dict[
                    'output_dict']['cost_function_value']
            self.output_dict[
                'gradient_norm'] = self.optimization_problem.temp_dict[
                    'output_dict']['gradient_norm']
            self.output_dict['stepsize'] = self.optimization_problem.temp_dict[
                'output_dict']['stepsize']
            self.output_dict[
                'MeshQuality'] = self.optimization_problem.temp_dict[
                    'output_dict']['MeshQuality']
        except (TypeError, KeyError):
            self.output_dict['cost_function_value'] = []
            self.output_dict['gradient_norm'] = []
            self.output_dict['stepsize'] = []
            self.output_dict['MeshQuality'] = []

        self.verbose = self.config.getboolean('Output',
                                              'verbose',
                                              fallback=True)
        self.save_results = self.config.getboolean('Output',
                                                   'save_results',
                                                   fallback=True)
        self.rtol = self.config.getfloat('OptimizationRoutine',
                                         'rtol',
                                         fallback=1e-3)
        self.atol = self.config.getfloat('OptimizationRoutine',
                                         'atol',
                                         fallback=0.0)
        self.maximum_iterations = self.config.getint('OptimizationRoutine',
                                                     'maximum_iterations',
                                                     fallback=100)
        self.soft_exit = self.config.getboolean('OptimizationRoutine',
                                                'soft_exit',
                                                fallback=False)
        self.save_pvd = self.config.getboolean('Output',
                                               'save_pvd',
                                               fallback=False)
        self.result_dir = self.config.get('Output',
                                          'result_dir',
                                          fallback='./')

        if self.save_pvd:
            self.state_pvd_list = []
            for i in range(self.form_handler.state_dim):
                if self.form_handler.state_spaces[i].num_sub_spaces() > 0:
                    self.state_pvd_list.append([])
                    for j in range(self.form_handler.state_spaces[i].
                                   num_sub_spaces()):
                        if self.optimization_problem.mesh_handler.do_remesh:
                            self.state_pvd_list[i].append(
                                fenics.
                                File(self.result_dir + '/pvd/remesh_' + format(
                                    self.optimization_problem.temp_dict.get(
                                        'remesh_counter', 0), 'd') +
                                     '_state_' + str(i) + '_' + str(j) +
                                     '.pvd'))
                        else:
                            self.state_pvd_list[i].append(
                                fenics.File(self.result_dir + '/pvd/state_' +
                                            str(i) + '_' + str(j) + '.pvd'))
                else:
                    if self.optimization_problem.mesh_handler.do_remesh:
                        self.state_pvd_list.append(
                            fenics.File(self.result_dir + '/pvd/remesh_' +
                                        format(
                                            self.optimization_problem.temp_dict
                                            .get('remesh_counter', 0), 'd') +
                                        '_state_' + str(i) + '.pvd'))
                    else:
                        self.state_pvd_list.append(
                            fenics.File(self.result_dir + '/pvd/state_' +
                                        str(i) + '.pvd'))
コード例 #19
0
def forward(lmin, pml, steps, Folder):
    """
    Algorithm to solve the forward problem

    *Input arguments
        minl: Minimum lenght of element
        pml: Size of the absorbing layer in km
        steps: Number of timesteps
        Folder: Folder name for results
    *Output arguments
        c: Field of propagation speed in domain
        eta: Field of damping in domain
        histrec: Historical data receivers
    """
    histrec = ''
    # Create and define function space
    V = fn.FunctionSpace(mesh, "CG", 1)
    w = fn.TrialFunction(V)
    v = fn.TestFunction(V)

    # Boundary conditions u0 = 0.0
    bc = fn.DirichletBC(V, 0.0, fn.DomainBoundary())

	# State variable and source space functions
    w = fn.Function(V, name="Veloc")
    w_ant1 = fn.Function(V)
    w_ant2 = fn.Function(V)
    q = fn.Function(V, name="Sourc")

    # Velocity mapping
    c_func = vel_c()
    c = fn.interpolate(c_func, V)
    velp_file = fn.File(Folder + "/Velp.pvd")
    velp_file << c

	# Damping mapping
    damping_func = damping(c.vector().get_local().min())
    eta = fn.interpolate(damping_func, V)
    damp_file = fn.File(Folder + "/Damp.pvd")
    damp_file << eta

    # Current time we are solving for
    t = 0.
    # Number of timesteps solved
    ntimestep = int(0)
	# dt computation
    dt = critical_dt(lmin, c.vector().get_local().max(), steps)
	# Final time
    T = steps*dt
    print("Time step:", dt, "s")

    # "Bilinear term"
    def aterm(u, v, dt, c, eta):
        termgrad = dt**2*fn.inner(c, c)*fn.inner(fn.grad(u), fn.grad(v))*fn.dx
        termvare = (1.0 + dt*eta*fn.inner(c, c))*fn.inner(u, v)*fn.dx
        termboun = (dt**2*c*c)*fn.inner(fn.grad(u), n)*v*fn.ds
        return  termgrad + termvare - termboun

    # Source term
    def lsourc(u_ant1, u_ant2, v, dt, c, q, eta):
        termua1 = (-2. + dt*eta*fn.inner(c, c))*fn.inner(u_ant1, v)*fn.dx
        termua2 = fn.inner(u_ant2, v)*fn.dx
        termsou = (dt**2*fn.inner(c, c))*fn.inner(q, v)*fn.dx
        return  termua1 + termua2 - termsou

	# Output file names
    Exct = fn.File(Folder+"/Exct.pvd")
    Wave = fn.File(Folder+"/Wave.pvd")

    while True:
        # Update the time it is solving for
        print("Step: {0:1d} - Time: {1:1.4f}".format(ntimestep, t), "s")

        # Ricker source for time t
        ExcSource = RickerSource(t, tol=lmin/2)
        q.assign(fn.interpolate(ExcSource, V))

        # Time integration loop
        if ntimestep < 1:
            g = fn.interpolate(fn.Expression('0.0', degree=2), V)
            w.assign(g) # assign initial guess for solver
            w_ant1.assign(g) # assign initial guess for solver
            w_ant2.assign(g) # assign initial guess for solver
        else:
            a = aterm(w, v, dt, c, eta)
            L = lsourc(w_ant1, w_ant2, v, dt, c, q, eta)
            #solve equation
            fn.solve(a + L == 0, w, bcs=bc, solver_parameters={"newton_solver":
                {"maximum_iterations": forward_max_it, "absolute_tolerance": forward_tol,
                 "relative_tolerance": relativ_tol}})

        # Cycling the variables
        w_ant2.assign(w_ant1)
        w_ant1.assign(w)

        #Output files
        # histrec += Receiver(t, posrec, pml, w)
        Exct << (q, t)
        Wave << (w, t)

        t += dt
        ntimestep += 1
        
        if t >= T:
            break
    
    return c, eta, histrec
コード例 #20
0
ファイル: geometry.py プロジェクト: agarwalrounak/qmt
 def _save_fct(data, path):
     fn.File(path) << data
コード例 #21
0
prm['newton_solver']['krylov_solver']['relative_tolerance'] = 1E-5
prm['newton_solver']['krylov_solver']['maximum_iterations'] = 1000
prm['newton_solver']['krylov_solver']['nonzero_initial_guess'] = True
if prm['newton_solver']['linear_solver'] == 'gmres':
    prm['newton_solver']['preconditioner'] = 'ilu'

# Invoke the solver
#cprint("\nSOLUTION OF THE NONLINEAR PROBLEM", 'blue', attrs=['bold'])
#cprint("The solution of the nonlinear system is in progress...", 'red')
solver.solve()

############################# POST-PROCESSING ################################
#cprint("\nSOLUTION POST-PROCESSING", 'blue', attrs=['bold'])
# Save solution to file in VTK format
#cprint("Saving displacement solution to file...", 'green')
uViewer = fe.File('paraview/displacement.pvd')
uViewer << u

# Maximum and minimum displacement
u_magnitude = fe.sqrt(fe.dot(u, u))
u_magnitude = fe.project(u_magnitude, W)
print('Min/Max displacement:',
      u_magnitude.vector().array().min(),
      u_magnitude.vector().array().max())

# Computation of the large deformation strains
#cprint("Computing the deformation tensor and saving to file...", 'green')
epsilon_u = largeKinematics(u)
epsilon_u_project = fe.project(epsilon_u, Z)
epsilonViewer = fe.File('paraview/strain.pvd')
epsilonViewer << epsilon_u_project
コード例 #22
0
ファイル: pde.py プロジェクト: tianjuxue/crack
    def staggered_solve(self):
        self.U = fe.VectorFunctionSpace(self.mesh, 'CG', 1)
        self.W = fe.FunctionSpace(self.mesh, 'CG', 1)

        self.WW = fe.FunctionSpace(self.mesh, 'DG', 0)
        self.EE = fe.TensorFunctionSpace(self.mesh, 'DG', 0)
        self.MM = fe.VectorFunctionSpace(self.mesh, 'CG', 1)

        self.eta = fe.TestFunction(self.U)
        self.zeta = fe.TestFunction(self.W)
        q = fe.TestFunction(self.WW)

        del_x = fe.TrialFunction(self.U)
        del_d = fe.TrialFunction(self.W)
        p = fe.TrialFunction(self.WW)

        self.x_new = fe.Function(self.U, name="u")
        self.d_new = fe.Function(self.W, name="d")
        self.d_pre = fe.Function(self.W)
        self.x_pre = fe.Function(self.U)

        x_old = fe.Function(self.U)
        d_old = fe.Function(self.W)

        self.H_old = fe.Function(self.WW)

        self.map_plot = fe.Function(self.MM, name="m")
        e = fe.Function(self.EE, name="e")

        self.create_custom_xdmf_files()

        self.file_results = fe.XDMFFile('data/xdmf/{}/u.xdmf'.format(
            self.case_name))
        self.file_results.parameters["functions_share_mesh"] = True

        vtkfile_e = fe.File('data/pvd/simulation/{}/e.pvd'.format(
            self.case_name))
        vtkfile_u = fe.File('data/pvd/simulation/{}/u.pvd'.format(
            self.case_name))
        vtkfile_d = fe.File('data/pvd/simulation/{}/d.pvd'.format(
            self.case_name))

        for i, (disp, rp) in enumerate(
                zip(self.displacements, self.relaxation_parameters)):
            print('\n')
            print(
                '================================================================================='
            )
            print('>> Step {}, disp boundary condition = {} [mm]'.format(
                i, disp))
            print(
                '================================================================================='
            )
            self.i = i
            self.update_weak_form_due_to_Model_C_bug()

            if self.update_weak_form:
                self.set_bcs_staggered()
                print("Update weak form...")
                self.build_weak_form_staggered()

                print("Taking derivatives of weak form...")
                J_u = fe.derivative(self.G_u, self.x_new, del_x)
                J_d = fe.derivative(self.G_d, self.d_new, del_d)
                print("Define nonlinear problems...")
                p_u = fe.NonlinearVariationalProblem(self.G_u, self.x_new,
                                                     self.BC_u, J_u)
                p_d = fe.NonlinearVariationalProblem(self.G_d, self.d_new,
                                                     self.BC_d, J_d)
                print("Define solvers...")
                solver_u = fe.NonlinearVariationalSolver(p_u)
                solver_d = fe.NonlinearVariationalSolver(p_d)
                self.update_weak_form = False

                print("Update history weak form")
                a = p * q * fe.dx
                L = history(self.H_old, self.update_history(),
                            self.psi_cr) * q * fe.dx

                if self.map_flag:
                    self.interpolate_map()
                    # delta_x = self.x - self.x_hat
                    # self.map_plot.assign(fe.project(delta_x, self.MM))

            self.presLoad.t = disp

            newton_prm = solver_u.parameters['newton_solver']
            newton_prm['maximum_iterations'] = 100
            # newton_prm['absolute_tolerance'] = 1e-8
            newton_prm['relaxation_parameter'] = rp

            newton_prm = solver_d.parameters['newton_solver']
            newton_prm['maximum_iterations'] = 100
            # newton_prm['absolute_tolerance'] = 1e-8
            newton_prm['relaxation_parameter'] = rp

            vtkfile_e_staggered = fe.File(
                'data/pvd/simulation/{}/step{}/e.pvd'.format(
                    self.case_name, i))
            vtkfile_u_staggered = fe.File(
                'data/pvd/simulation/{}/step{}/u.pvd'.format(
                    self.case_name, i))
            vtkfile_d_staggered = fe.File(
                'data/pvd/simulation/{}/step{}/d.pvd'.format(
                    self.case_name, i))
            iteration = 0
            err = 1.
            while err > self.staggered_tol:
                iteration += 1

                solver_d.solve()

                solver_u.solve()

                if self.solution_scheme == 'explicit':
                    break

                # # Remarks(Tianju): self.x_new.vector() does not behave as expected: producing nan values
                # The following lines of codes cause issues
                # We use an error measure similar in https://doi.org/10.1007/s10704-019-00372-y
                # np_x_new = np.asarray(self.x_new.vector())
                # np_d_new = np.asarray(self.d_new.vector())
                # np_x_old = np.asarray(x_old.vector())
                # np_d_old = np.asarray(d_old.vector())
                # err_x = np.linalg.norm(np_x_new - np_x_old) / np.sqrt(len(np_x_new))
                # err_d = np.linalg.norm(np_d_new - np_d_old) / np.sqrt(len(np_d_new))
                # err = max(err_x, err_d)

                # # Remarks(Tianju): dolfin (2019.1.0) errornorm function has severe bugs not behave as expected
                # The bug seems to be fixed in later versions
                # The following sometimes produces nonzero results in dolfin (2019.1.0)
                # print(fe.errornorm(self.d_new, self.d_new, norm_type='l2'))

                err_x = fe.errornorm(self.x_new, x_old, norm_type='l2')
                err_d = fe.errornorm(self.d_new, d_old, norm_type='l2')
                err = max(err_x, err_d)

                x_old.assign(self.x_new)
                d_old.assign(self.d_new)
                e.assign(
                    fe.project(strain(self.mfem_grad(self.x_new)), self.EE))

                print(
                    '---------------------------------------------------------------------------------'
                )
                print(
                    '>> iteration. {}, err_u = {:.5}, err_d = {:.5}, error = {:.5}'
                    .format(iteration, err_x, err_d, err))
                print(
                    '---------------------------------------------------------------------------------'
                )

                # vtkfile_e_staggered << e
                # vtkfile_u_staggered << self.x_new
                # vtkfile_d_staggered << self.d_new

                if err < self.staggered_tol or iteration >= self.staggered_maxiter:
                    print(
                        '================================================================================='
                    )
                    print('\n')
                    break

            print("L2 projection to update the history function...")
            fe.solve(a == L, self.H_old, [])

            # self.d_pre.assign(self.d_new)
            # self.H_old.assign(fe.project(history(self.H_old, self.update_history(), self.psi_cr), self.WW))

            if self.map_flag and not self.finish_flag:
                self.update_map()

            if self.compute_and_save_intermediate_results:
                print("Save files...")
                self.file_results.write(e, i)
                self.file_results.write(self.x_new, i)
                self.file_results.write(self.d_new, i)
                self.file_results.write(self.map_plot, i)

                vtkfile_e << e
                vtkfile_u << self.x_new
                vtkfile_d << self.d_new

                # Assume boundary is not affected by the map.
                # There's no need to use the mfem_grad wrapper so that fe.grad is used for speed-up
                print("Define forces...")
                sigma = cauchy_stress_plus(strain(fe.grad(self.x_new)),
                                           self.psi)
                sigma_minus = cauchy_stress_minus(strain(fe.grad(self.x_new)),
                                                  self.psi_minus)
                sigma_plus = cauchy_stress_plus(strain(fe.grad(self.x_new)),
                                                self.psi_plus)
                sigma_degraded = g_d(self.d_new) * sigma_plus + sigma_minus

                print("Compute forces...")
                if self.case_name == 'pure_shear':
                    f_full = float(fe.assemble(sigma[0, 1] * self.ds(1)))
                    f_degraded = float(
                        fe.assemble(sigma_degraded[0, 1] * self.ds(1)))
                else:
                    f_full = float(fe.assemble(sigma[1, 1] * self.ds(1)))
                    f_degraded = float(
                        fe.assemble(sigma_degraded[1, 1] * self.ds(1)))

                print("Force full is {}".format(f_full))
                print("Force degraded is {}".format(f_degraded))
                self.delta_u_recorded.append(disp)
                self.force_full.append(f_full)
                self.force_degraded.append(f_degraded)

                # if force_upper < 0.5 and i > 10:
                #     break

                if self.display_intermediate_results and i % 10 == 0:
                    self.show_force_displacement()

                self.save_data_in_loop()

        if self.display_intermediate_results:
            plt.ioff()
            plt.show()
コード例 #23
0
def run_solver(
    ndim,
    length,
    length_unit,
    bcs,
    layout_list,
    u0,
    powers,
    nx,
    coordinates=False,
    is_plot=False,
    F=None,
    vtk=False,
):
    """求解器主函数.

    Args:
        ndim (int): 2 or 3, 问题维数
        length (float): board length
        length_unit (float): unit length
        bcs (list): bcs
        layout_list (list): unit 位置
        u0 (float): Dirichlet bc 上的值
        powers (list): 功率 list
        nx (int): x 方向上的单元数
        coordinates (bool, optional): 是否返回坐标矩阵. Defaults to False.
        is_plot (bool, optional): 是否画图. Defaults to False.
        F (ndarray, optional): 热源布局矩阵 F. Defaults to None.
        vtk (bool): 是否输出 vtk 文件.

    Returns:
        tuple: U, xs, ys, zs
    """
    ny = nx
    nz = nx if ndim == 3 else None
    u_D = fs.Constant(u0)
    if len(bcs) > 0 and bcs[0] != []:
        if ndim == 2:
            bc_funs = [LineBoundary(line).get_boundary() for line in bcs]
        else:
            bc_funs = [RecBoundary(rec).get_boundary() for rec in bcs]
    else:
        bc_funs = [lambda x, on_boundary: on_boundary]  # 边界都为 Dirichlet

    if F is None:
        f = Source(layout_list, length, length_unit, powers)
    else:
        f = SourceF(F, length)
    u = solver(f, u_D, bc_funs, ndim, length, nx, ny, nz)
    if is_plot:
        import matplotlib.pyplot as plt

        plt.plot(u)
    if vtk:
        vtkfile = fs.File("solution.pvd")
        vtkfile << u
    if ndim == 2:
        U = u.compute_vertex_values().reshape(nx + 1, nx + 1)
    else:
        U = u.compute_vertex_values().reshape(nx + 1, nx + 1, nx + 1)
    if coordinates:
        xs, ys, zs = get_mesh_grid(length, nx, ny, nz)
    else:
        xs, ys, zs = None, None, None
    return U, xs, ys, zs
コード例 #24
0
ファイル: poisson_eps_nd.py プロジェクト: daveb-dev/sandpiper
 def store_solution(self):
     # Store the solution to file
     vtkfile = fe.File('results/solution.pvd')
     vtkfile << self.solution
コード例 #25
0
ファイル: possion.py プロジェクト: egalistmir/PDE
L = f * v * fex.dx

# Compute solution
u = fex.Function(V)
fex.solve(a == L, u, bc)
print(u)
# Plot solution and mesh
plt.subplot(2, 1, 1)
fex.plot(u)
#define the boundary conditions
plt.subplot(2, 1, 2)
fex.plot(mesh)
plt.savefig('possion_fex2.png')
#define the boundary conditions
# Save solution to file in VTK format
vtkfile = fex.File('poisson/solution.pvd')
vtkfile << u

# Compute error in L2 norm
error_L2 = fex.errornorm(u_D, u, 'L2')

# Compute maximum error at vertices
vertex_values_u_D = u_D.compute_vertex_values(mesh)
vertex_values_u = u.compute_vertex_values(mesh)
import numpy as np
error_max = np.max(np.abs(vertex_values_u_D - vertex_values_u))

# Print errors
print('error_L2  =', error_L2)
print('error_max =', error_max)
コード例 #26
0
                        boundaries[edge.index()] = idx
        idx += 1
    else:
        interior[key] = nodes

sections = fn.MeshFunction('size_t', mesh, dim=2)
sections.set_all(0)
for num, (key, value) in enumerate(Faces.items(), 1):
    for node in value:
        ver = fn.Vertex(mesh, node)
        for cell in fn.cells(ver):
            entity = cell.entities(0)
            if all(item in value for item in entity):
                sections[cell.index()] = num

fn.File("./UserFiles/boundaries.pvd") << boundaries
fn.File("./UserFiles/sections.pvd") << sections

F = fn.Function(V)
File = fn.File("./UserFiles/result.pvd")
for i in range(10):
    t = 0 + (i + 1) / 10
    F.interpolate(fn.Expression("x[0]+5*t*x[1]", t=t, degree=2))
    File << (F, t)
''' changes made: 

element numbering starts from zero
node numbering starts from zero
group node numbering is reduced by one
dimension remained at 3
'''
コード例 #27
0
# currently simplifications
p_act = 0.
lmb_f = 2.

W_iso = c_10 * (I_1 - 3) + c_01 * (I_2 - 3) + 0.5 * kappa * (J - 1)**2

dx = fe.dx
ds = fe.ds

P = fe.diff(W_iso, F)
S = 2 * fe.diff(W_iso, C)
F_static = inner(S, DE(v)) * dx - rho * inner(b, v) * dx - inner(
    t_bar, v) * ds + (p / kappa + J - 1) * q * dx
#F_static = inner(P, grad(v))*dx - rho*inner(b, v)*dx - inner(t_bar, v)*ds + (p/kappa + J - 1)*q*dx

file_u = fe.File("../results/displacement.pvd")
file_p = fe.File("../results/pressure.pvd")

bcul = fe.DirichletBC(V.sub(0), u_left, left)
bcur = fe.DirichletBC(V.sub(0), u_right, right)
#bcpl = fe.DirichletBC(V.sub(1), p_left, left)
bcs = [bcul, bcur]  # bcpl]

J_static = fe.derivative(F_static, w, dw)

#fe.solve(F_static==0, w, bcs)

ffc_options = {"optimize": True}
problem = fe.NonlinearVariationalProblem(F_static,
                                         w,
                                         bcs,
コード例 #28
0
ファイル: step.py プロジェクト: kilojoules/SA_fenics
solver = fe.NonlinearVariationalSolver(problem)

#usol    = fe.Function(W)
prm = solver.parameters
#prm["newton_solver"]["absolute_tolerance"] = 5E-1
solver.solve()

if MODEL:
    u, p, nu_t = W0.split()
else:
    u, p = W0.split()
#-------------------------------------------------
# Save this solution to a file for post-processing
#-------------------------------------------------
vtkFile = fe.File('u.pvd')
vtkFile << u
vtkFile = fe.File('p.pvd')
vtkFile << p
if MODEL:
    vtkFile = fe.File('nut.pvd')
    vtkFile << nu_t

if MODEL:
    T = fe.FunctionSpace(mesh, 'CG', 1)
    #T = fe.TensorFunctionSpace(mesh, 'CG', 1)
    vtkFile = fe.File('fw.pvd')
    vtkFile << fe.project(fw, T)
    vtkFile = fe.File('g.pvd')
    vtkFile << fe.project(g, T)
    vtkFile = fe.File('r.pvd')
コード例 #29
0
import fenics
import pde
import rheology
from settings import *
import testcases

fenics.set_log_level(fenics.ERROR)

fluid = rheology.Sigmoid(rho, mu, ty, eps)
problem = testcases.Poiseuille(nx, ny)
u, u0 = problem.define_functions()
algorithm = pde.Abali(problem, dt, fluid, u, u0)

outdir = './output/'
file_p = fenics.File(outdir + problem.name + '_' + fluid.name + '_' +
                     'pressure.pvd')
file_v = fenics.File(outdir + problem.name + '_' + fluid.name + '_' +
                     'velocity.pvd')

t = 0.0
step = 0
change = 1
print('step\t time\t vmax\t change')

while t < t_end and change > sstol:
    step += 1
    t += dt
    algorithm.advance(u)

    pressure, velocity = u.split(deepcopy=True)
コード例 #30
0
nn = fn.FacetNormal(mesh)

# Defintion of function spaces
Vh = fn.VectorElement("CG", mesh.ufl_cell(), 2)
Zh = fn.FiniteElement("CG", mesh.ufl_cell(), 1)
Qh = fn.FiniteElement("CG", mesh.ufl_cell(), 2)

# spaces for displacement and total pressure should be compatible
# whereas the space for fluid pressure can be "anything". In particular the one for total pressure

Hh = fn.FunctionSpace(mesh, fn.MixedElement([Vh, Zh, Qh]))

(u, phi, p) = fn.TrialFunctions(Hh)
(v, psi, q) = fn.TestFunctions(Hh)

fileU = fn.File(mesh.mpi_comm(), "Output/2_5_1_Footing_wall_removed/u.pvd")
filePHI = fn.File(mesh.mpi_comm(), "Output/2_5_1_Footing_wall_removed/phi.pvd")
fileP = fn.File(mesh.mpi_comm(), "Output/2_5_1_Footing_wall_removed/p.pvd")

# ******** Model constants ********** #
E = 3.0e4
nu = 0.4995
lmbda = E * nu / ((1. + nu) * (1. - 2. * nu))
mu = E / (2. * (1. + nu))

c0 = 1.0e-3
kappa = 1.0e-6
alpha = 0.1
sigma0 = 1.5e4
eta = fn.Constant(1.0)