#!/usr/bin/env python from optparse import OptionParser import numpy as nm import sys sys.path.append('.') from sfepy.base.base import IndexedStruct from sfepy.fem import (Mesh, Domain, H1NodalVolumeField, FieldVariable, Material, Integral, Function, Equation, Equations, ProblemDefinition) from sfepy.terms import Term from sfepy.fem.conditions import Conditions, EssentialBC from sfepy.solvers.ls import ScipyDirect from sfepy.solvers.nls import Newton from sfepy.postprocess import Viewer def shift_u_fun(ts, coors, bc=None, problem=None, shift=0.0): """ Define a displacement depending on the y coordinate. """ val = shift * coors[:,1]**2 return val usage = """%prog [options]""" help = { 'show' : 'show the results figure', } 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 = Domain('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', 'nodes in x < %.10f' % (min_x + eps)) gamma2 = domain.create_region('Gamma2', 'nodes in x > %.10f' % (max_x - eps)) field = H1NodalVolumeField('fu', nm.float64, 'vector', omega, approx_order=2) u = FieldVariable('u', 'unknown', field, mesh.dim) v = FieldVariable('v', 'test', field, mesh.dim, primary_var_name='u') m = Material('m', 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_iso(m.lam, m.mu, 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 = ProblemDefinition('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) if __name__ == '__main__': main()