pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_eigenvalue_solvers.py <<< directory: tests, test files: 1 <<< tests/test_eigenvalue_solvers.py sfepy: left over: ['verbose', 'Solver', '__builtins__', 'dims', 'shape', '__file__', '__name__', 'TestCommon', 'nm', '_filename', 'UserMeshIO', 'gen_block_mesh', '__package__', 'eigs_expected', 'time', '__doc__', 'mesh_hook'] sfepy: reading mesh [user] (function:mesh_hook)... sfepy: ...done in 0.00 s sfepy: creating regions... sfepy: Omega sfepy: Gamma sfepy: ...done in 0.01 s sfepy: equation "eq": sfepy: dw_laplace.i.Omega(s, t) = 0 sfepy: updating variables... sfepy: ...done sfepy: setting up dof connectivities... sfepy: ...done in 0.00 s sfepy: matrix shape: (361, 361) sfepy: assembling matrix graph... sfepy: ...done in 0.00 s sfepy: matrix structural nonzeros: 3025 (2.32e-02% fill) >>> test instance prepared (1 test(s)) ... evp0 ... [ 0.04904454+0.j 0.12170685+0.j 0.19257998+0.j 0.24082108+0.j 0.30876123+0.j] ... evp0h ... [ 0.04904454 0.12170685 0.12170685 0.19257998 0.24082108] ... evp1 ... [ 0.04904454 0.12170685 0.12170685 0.19257998 0.24082108] ... evp2 ... [ 0.04904454 0.12170685 0.12170685 0.19257998 0.24082108] ... evp3 ... solution times: ... 0.01 [s] : evp0h eig.scipy ... 0.02 [s] : evp0 eig.scipy ... 0.08 [s] : evp1 eig.sgscipy ... 0.24 [s] : evp2 eig.scipy_lobpcg --- test_eigenvalue_solvers: failed! !!! 1 test failed 1 test file(s) executed in 0.36 s, 1 failure(s) of 1 test(s) pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_input_linear_elastic_probes.py <<< directory: tests, test files: 1 <<< tests/test_input_linear_elastic_probes.py sfepy: left over: ['verbose', '__builtins__', '_filename', '__file__', '__package__', 'TestInput', 'input_name', '__name__', 'output_name', '__doc__'] --- test instance creation failed Traceback (most recent call last): File "run_tests.py", line 209, in main() File "run_tests.py", line 200, in main run_tests(stats, dirname, [filename]) File "run_tests.py", line 134, in run_tests n_fail, n_total, test_time = run_test(conf_name, options) File "run_tests.py", line 86, in run_test test = conf.funmod.Test.from_conf(conf, options) File "/home/pyontaku14/sfepy/tests/tests_basic.py", line 30, in from_conf test_conf = ProblemConf.from_file(input_name, required, other) File "/home/pyontaku14/sfepy/sfepy/base/conf.py", line 346, in from_file funmod = import_file(filename, package_name=False) File "/home/pyontaku14/sfepy/sfepy/base/base.py", line 148, in import_file mod = __import__(name) File "/home/pyontaku14/sfepy/examples/linear_elasticity/linear_elastic_probes.py", line 25, in from sfepy.postprocess.probes_vtk import Probe File "/home/pyontaku14/sfepy/sfepy/postprocess/probes_vtk.py", line 5, in import vtk ImportError: No module named vtk pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_input_shell10x_cantilever.py <<< directory: tests, test files: 1 <<< tests/test_input_shell10x_cantilever.py sfepy: left over: ['verbose', '__builtins__', '_filename', '__file__', '__package__', 'TestInput', 'input_name', '__name__', 'output_name', '__doc__'] sfepy: left over: ['force', 'verbose', 'mesh_hook', 'transform', 'shape', 'xmin', 'sci', '__package__', 'poisson', 'qp_coors', 'UserMeshIO', '_filename', 'young', 'thickness', 'qp_weights', 'post_process', 'aux', '__builtins__', '__file__', 'sh', 'dims', '__name__', 'Integral', '__doc__', 'pload', 'xmax', 'output'] >>> test instance prepared (1 test(s)) ... solving ../examples/linear_elasticity/shell10x_cantilever.py... sfepy: reading mesh [user] (function:mesh_hook)... sfepy: ...done in 0.00 s sfepy: warning: mesh with topological dimension 2 lower than space dimension 3 sfepy: - element orientation not checked! sfepy: creating regions... sfepy: Omega sfepy: Gamma2 sfepy: Gamma1 sfepy: ...done in 0.01 s sfepy: equation "elasticity": sfepy: dw_shell10x.i.Omega(m.D, m.drill, v, u) = dw_point_load.i.Gamma2(load.val, v) sfepy: using solvers: ts: no ts nls: newton ls: ls sfepy: updating variables... sfepy: ...done sfepy: setting up dof connectivities... sfepy: ...done in 0.00 s sfepy: matrix shape: (120, 120) sfepy: assembling matrix graph... sfepy: ...done in 0.00 s sfepy: matrix structural nonzeros: 4032 (2.80e-01% fill) sfepy: updating materials... sfepy: m sfepy: load sfepy: ...done in 0.00 s sfepy: nls: iter: 0, residual: 7.071068e-01 (rel: 1.000000e+00) sfepy: rezidual: 0.01 [s] sfepy: solve: 0.00 [s] sfepy: matrix: 0.01 [s] sfepy: warning: linear system solution precision is lower sfepy: then the value set in solver options! (err = 1.496352e-08 < 1.000000e-08) sfepy: nls: iter: 1, residual: 1.518059e-08 (rel: 2.146859e-08) sfepy: DOFs along the loaded edge: sfepy: [[ -3.54707724e-02 -1.12329578e-10 -2.26237278e-02 -1.04581306e-05 2.26983299e-01 1.32881755e-04] [ -3.54707724e-02 -4.73564075e-11 -2.26237278e-02 1.04578711e-05 2.26983299e-01 -1.32881339e-04]] sfepy: max. u_1 displacement: -0.0354707723597 sfepy: analytical value: -0.035903916041 ... ../examples/linear_elasticity/shell10x_cantilever.py solved ... nls stopping conditions: ... [1] --- test_input: failed! !!! 1 test failed 1 test file(s) executed in 0.07 s, 1 failure(s) of 1 test(s) pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$