Mailman 3 June 2017 - SfePy

Material Parameters of Individual Nodes
by derj...＠web.de April 11, 2022

April 11, 2022

Hello! It's a great tool you built there! I'd like to use it for some kind of topology optimisation. Is there an "idiomatic" way to set the material parameters of individual nodes? Thank you very much! JonnyB

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Calculate total force from cauchy stress
by Patricia Garcia Cañadilla Jan. 17, 2019

Jan. 17, 2019

Dear Robert, I have a 2D body of hyperelastic material which contracts and I would like to compute the total force developed by the body from the cauchy stress. I am trying to follow some of your indications I found in this group, but I still couldn't make it works. Could you please help me to fix the problem? I am getting the following error: key = (region.name, integral.order, integration) AttributeError: 'dict' object has no attribute 'name' I am trying to do the following, inside stress_strain post-processing function: def stress_strain(out, problem, state, extend = False ): from sfepy.base.base import Struct from sfepy.mechanics.tensors import StressTransform from sfepy.mechanics.tensors import transform_data from sfepy.discrete.common.mappings import get_normals ev = problem.evaluate field = problem.fields['displacement'] region = problem.domain.regions['Gamma'] integral = problem.integrals['i2'] n = get_normals(field,integral,regions) stress = ev('dw_tl_fib_a.1.Omega(f1.fmax, f1.eps_opt, f1.s, f1.fdir, f1.act, v, u )',mode='qp', term_mode= 'stress'); F = ev('ev_def_grad.1.Omega(u)',mode='el_avg'); transform = StressTransform(F) Cstress = transform.get_cauchy_from_2pk(stress) T = Cstress*n; Force = ev('ev_surface_integrate.2.Gamma(T)') And here it is part of the problem configuration file. fields = { 'displacement': ('real', 'vector', 'Omega', 1), } materials = { 'solid' : (None, 'get_elastic_pars'), 'load' : (None, 'linear_tension'), 'f1' : 'get_pars_fibres1', } variables = { 'u': ('unknown field', 'displacement', 0), 'v': ('test field', 'displacement', 'u'), } regions = { 'Omega' : 'all', 'Fix1' : ('vertices in x < %.10f' % (fix_point + eps2), 'facet'), 'Fix2' : ('vertices in x > %.10f' % (fix_point - eps2), 'facet'), 'Fix' : ('r.Fix1 *v r.Fix2', 'facet'), 'Gamma' : ('vertices of surface','edge'), } ebcs = { 'fixb' : ('Fix', {'u.all' : 0.0}), } integrals = { 'i1' : ('v', 1), 'i2' : ('s', 2), }

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Re: Torque
by Robert Cimrman March 9, 2018

March 9, 2018

In examples/large_deformation/hyperelastic.py a rotation by displacements is applied. By using a similar function the vectors defining the force couples could be defined for dw_surface_ltr (IMHO). Does it make sense? r. ----- Reply message ----- From: "Andre Smit" <freev...(a)gmail.com> To: <sfepy...(a)googlegroups.com> Subject: Torque Date: Sat, Dec 18, 2010 05:10 What is the best way to apply a torque load to a model? -- Andre -- You received this message because you are subscribed to the Google Groups "sfepy-devel" group. To post to this group, send email to sfepy...(a)googlegroups.com. To unsubscribe from this group, send email to sfepy-devel...(a)googlegroups.com. For more options, visit this group at http://groups.google.com/group/sfepy-devel?hl=en.

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Re: ImportError: No module named crcm
by Robert Cimrman June 19, 2017

June 19, 2017

The error looks like some permission problem - could you try removing the build/ directory completely, and also running python setup.py clean - the above should succeed. If not, try removing the whole sfepy/ directory, and start from a new one, that you unpack as you, not as a root or another user... r. On 06/19/2017 04:11 AM, Deepak Pawar wrote: > Hello Robert > > I tried the python setup.py build_ext --inplace > > But things doesn't work out. > I know i am doing some stupid mistake but couldn't figure out. > > Need ur comments > > PFA > > Thanks > > On Mon, Jun 19, 2017 at 3:15 AM, Robert Cimrman <cimrman3(a)ntc.zcu.cz> wrote: > >> Hi! >> >> it looks that you did not build the extension modules of sfepy - try >> running >> >> python setup.py build_ext --inplace >> >> before running simple.py. >> >> r. >> >> On 06/18/2017 08:15 AM, deepakpawar.2310(a)gmail.com wrote: >> >>> Hii >>> >>> New user at sfepy >>> >>> Any comment on the following error ? >>> >>> >>> >>> pawar@pawar:~/sfepy$ ./simple.py >>> Traceback (most recent call last): >>> File "./simple.py", line 21, in <module> >>> from sfepy.applications import PDESolverApp >>> File "/home/pawar/sfepy/sfepy/applications/__init__.py", line 3, in >>> <module> >>> from .pde_solver_app import PDESolverApp, solve_pde, >>> assign_standard_hooks >>> File "/home/pawar/sfepy/sfepy/applications/pde_solver_app.py", line >>> 7, in <module> >>> from sfepy.discrete import Problem >>> File "/home/pawar/sfepy/sfepy/discrete/__init__.py", line 9, in >>> <module> >>> from .variables import Variables, Variable, FieldVariable, >>> create_adof_conns >>> File "/home/pawar/sfepy/sfepy/discrete/variables.py", line 14, in >>> <module> >>> import sfepy.linalg as la >>> File "/home/pawar/sfepy/sfepy/linalg/__init__.py", line 2, in <module> >>> from .extmods.crcm import rcm, permute_in_place >>> ImportError: No module named crcm >>> _______________________________________________ >>> SfePy mailing list >>> sfepy(a)python.org >>> https://mail.python.org/mm3/mailman3/lists/sfepy.python.org/ >>> >>> >> > >

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ImportError: No module named crcm
by deepakpawar.2310＠gmail.com June 18, 2017

June 18, 2017

Hii New user at sfepy Any comment on the following error ? pawar@pawar:~/sfepy$ ./simple.py Traceback (most recent call last): File "./simple.py", line 21, in <module> from sfepy.applications import PDESolverApp File "/home/pawar/sfepy/sfepy/applications/__init__.py", line 3, in <module> from .pde_solver_app import PDESolverApp, solve_pde, assign_standard_hooks File "/home/pawar/sfepy/sfepy/applications/pde_solver_app.py", line 7, in <module> from sfepy.discrete import Problem File "/home/pawar/sfepy/sfepy/discrete/__init__.py", line 9, in <module> from .variables import Variables, Variable, FieldVariable, create_adof_conns File "/home/pawar/sfepy/sfepy/discrete/variables.py", line 14, in <module> import sfepy.linalg as la File "/home/pawar/sfepy/sfepy/linalg/__init__.py", line 2, in <module> from .extmods.crcm import rcm, permute_in_place ImportError: No module named crcm

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Please unsubscribe me !
by Tú Bùi Khắc June 18, 2017

June 18, 2017

Sent from Mail for Windows 10

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setting Dirichlet boundary conditions by a function - change of behaviour for vector variables
by Robert Cimrman June 14, 2017

June 14, 2017

Hi, currently, when setting the Dirichlet boundary conditions (ebcs) by a function, the function should return a 1D array with all values of the first component, then of the second one etc. concatenated together (= DOF-by-DOF ordering). Passing a 2D array has been silently ignored, but now with numpy 1.13 out, this lead to #404 [1]. It is not a hard-to-fix bug, but I would also like to make the behaviour of the boundary conditions setting functions consistent with the material parameters setting functions, and change the ordering from DOF-by-DOF to node-by-node, e.g. all components in the first node, all components in the second node, etc. Example: having in 3 nodes the values (2 DOFs per node) [[1, 2], [3, 4], [5, 6]] the old behaviour required the function to return [1, 3, 5, 2, 4, 6], while the new version will require either [1, 2, 3, 4, 5, 6], or directly [[1, 2], [3, 4], [5, 6]] that will be ravelled automatically. So, with the new behaviour, the returned vector values would have the same shape as the `coors` argument (the coordinates) that are passed into the setting functions. IMHO this is much easier to get right for users. Any thoughts? Cheers, r. [1] https://github.com/sfepy/sfepy/issues/404

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