_type dirichlet
> -petscspace_degree 1 -vec_view vtk:test.vtu:vtk_vtu -f
> ${PETSC_DIR}/share/petsc/datafiles/meshes/square_periodic.msh
> -dm_plex_gmsh_periodic
>
> Long time ago I added support for viewing meshes with periodic vertices in
> the VTK_VTU viewer, but I did not fix the
ou should definitely subscribe!
>
> > On 24 Oct 2018, at 09:27, Maximilian Hartig > <mailto:imilian.har...@gmail.com>> wrote:
> >
> > Hello Lawrence,
> >
> > sorry to message you out of the blue. My name is Max and I found your post
> > on GitHub (h
> On 21. Sep 2017, at 17:33, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Thu, Sep 21, 2017 at 11:28 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
>> On 20. Sep 2017, at 22:51, Matthew Knepley <knep...@
> On 21. Sep 2017, at 16:02, Mark Adams wrote:
>
>>>
>
> That depends on the type of plasticity. For a linear hardening formulation it
> is correct that I could just apply a local operator. I’d be happy with that
> for now.
>
> I would just do this for now and get it
> On 20. Sep 2017, at 22:51, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Wed, Sep 20, 2017 at 3:46 PM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
>
>> On 20. Sep 2017, at 19:05, Matthew Knepley <knep.
> On 20. Sep 2017, at 19:05, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Wed, Sep 20, 2017 at 12:57 PM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
>> On 20. Sep 2017, at 18:17, Matthew Knepley <knep...@
> On 20. Sep 2017, at 18:17, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Wed, Sep 20, 2017 at 11:46 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> Hello,
>
> I’m trying to implement plasticity u
Hello,
I’m trying to implement plasticity using petscFE but I am quite stuck since a
while. Here’s what I’m trying to do:
I have a TS which solves the following equation:
gradient(stress) +Forces = density*acceleration
where at the moment stress is a linear function of the strain and hence the
On 12. Sep 2017, at 21:26, Matthew Knepley <knep...@gmail.com> wrote:On Tue, Sep 12, 2017 at 12:52 PM, Maximilian Hartig <imilian.har...@gmail.com> wrote:Hello,
in my attempt to use an incremental formulation for elastoplasticity I wanted to create an auxiliary field in which the s
Hello,
in my attempt to use an incremental formulation for elastoplasticity I wanted
to create an auxiliary field in which the stresses from the past tilmestep are
stored. I managed to create an auxiliary DM on which I have a field for the
displacement, one for the stress and one for the inner
> On 28. Aug 2017, at 12:31, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Mon, Aug 28, 2017 at 5:15 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> Sorry to bother you again, but I have checked and rechecked my
it
with auxiliary fields that get updated every timestep but I gather that is not
a good idea. Could you please point me in some direction?
I appreciate you patience with my questioning.
Thanks,
Max
> On 22. Aug 2017, at 13:52, Maximilian Hartig <imilian.har...@gmail.com> wrote:
>
>>
> On 17. Aug 2017, at 13:51, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Thu, Aug 17, 2017 at 3:13 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> Thanks for your help Matt.
>> On 16. Aug 2017, at 16
Thanks for your help Matt.
> On 16. Aug 2017, at 16:17, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Wed, Aug 16, 2017 at 8:56 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> Hello,
>
> I have a p
Hello,
I have a problem with several fields that I solve with PetscFE and TS. I now
need to access the solution from the previous timestep to compute the residual
for the current timestep.
I tried a TSMonitor with the following code in it:
TSGetDM(ts,);
DMClone(dm,_aux);
DMGetDS(dm,_aux);
an
Auxiliary field.
Thanks,
Max
2017-07-05 18:46 GMT+02:00 Matthew Knepley <knep...@gmail.com>:
> On Wed, Jul 5, 2017 at 9:39 AM, Maximilian Hartig <
> imilian.har...@gmail.com> wrote:
>
>> I do not clearly understand the discrimination between local and global
>> pl
> wrote:
>
> Let me suggest that you grab a hold of Simo and Hughes, Computational
> Inelasticity, Springer-Verlag (1998). It explains a lot about how to set
> up this problem -- in particular Chapter 1 gives a comprehensive
> one-dimensional tutorial on everything you need to kn
he solution process.
>
>
>
>
> > On Jul 5, 2017, at 11:24 AM, Maximilian Hartig <imilian.har...@gmail.com>
> wrote:
> >
> > The solver goes on for some timesteps, then it gets hung up in step 10.
> The output is as follows:
> >
> > 28 SNES Function norm
R H J Peerlings
>
> Best regards,
> Luv
>
> On 30 Jun 2017, at 11:52, Maximilian Hartig <imilian.har...@gmail.com>
> wrote:
>
> Hi Luv,
>
> I’m modelling linear hardening(sigma_y = sigma_y0 +
> K_iso*epsilon_plast_eqiv) with isotropic plasticity only. So I s
sidual -pc_type lu
> -ksp_converged_reason -snes_converged_reason
>
>
> > On Jun 30, 2017, at 3:45 AM, Maximilian Hartig <imilian.har...@gmail.com>
> wrote:
> >
> > Hello,
> >
> > I’m trying to implement plasticity and have problems getting the Petsc
> SNES to conve
ons of plasticity but I cannot seem to find my mistake.
Thanks,
Max
> On 30. Jun 2017, at 11:09, Luv Sharma <luvsharm...@gmail.com> wrote:
>
> Hi Max,
>
> Is your field solver not converging or the material point solver ;)?
>
> Best regards,
> Luv
>> On 3
the Jacobian and the iFunction?
Thanks,
Max
> On 7 Mar 2017, at 18:21, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Tue, Mar 7, 2017 at 11:11 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
>
>> On 7 Ma
> On 7 Mar 2017, at 16:29, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Tue, Mar 7, 2017 at 3:28 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> It seems you are correct. In theory, the problem should not
t;
> On Mon, Mar 6, 2017 at 8:38 AM, Maximilian Hartig <imilian.har...@gmail.com
> <mailto:imilian.har...@gmail.com>> wrote:
> Of course, please find the source as well as the mesh attached below. I run
> with:
>
> -def_petscspace_order 2 -vel_petscspace_order
.@gmail.com
> <mailto:lukas.drinkt.t...@gmail.com>> wrote:
> You have apparently preallocated the non-zeroes of you matrix, and the room
> was insufficient to accommodate all your equations.
>
> What happened after you tried:
>
> MatSetOption(A, MAT_NEW_NON
Hello,
I am working on a transient structural FEM code with PETSc. I managed to create
a slow but functioning program with the use of petscFE and a TS solver. The
code runs fine until I try to restrict movement in all three spatial directions
for one face. I then get the error which is
Gladly. I also send the simple gmsh I am using.
cimply.c
Description: Binary data
testmesh_2D_box_quad.msh
Description: Binary data
Thank you,MaxOn 08 Aug 2016, at 17:23, Matthew Knepley <knep...@gmail.com> wrote:On Mon, Aug 8, 2016 at 10:15 AM, Maximilian Hartig <imilian.har...@
provided function() line 0 in unknown file
application called MPI_Abort(MPI_COMM_WORLD, 59) - process 0
[unset]: write_line error; fd=-1 buf=:cmd=abort exitcode=59
> On 03 Aug 2016, at 16:44, Matthew Knepley <knep...@gmail.com> wrote:
>
> On Tue, Aug 2, 2016 at 8:22 AM, Ma
Hello all,
I would like to run a transient problem with PetscFE. Example ex11.c seems
relevant since it uses the PestcFV context to create boundary conditions and
RHS Functions for the TS.
Is there an easy way to do transient analysis with TS and petscFE or do I have
to code my own
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