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Greetings dear colleagues,
as I learn nonlinear analysis, having model combined with contact elements and large translations/rotations due to seismic motion, response increase (e.g. acceleration increase and spikes) became into play.
As of available documentation following damping/dissipation approaches are possible:
1. Material (behavior) dissipation
2. Dissipation in links, joints and assemblies (friction)
3. Modal damping (values from experiments)
4. Rayleigh damping (often fitted on modal damping values)
5. HF damping from the time scheme (if needed)
Due to contact elements, I am stuck with, it seems to me modal (3.) and Rayleigh damping (4., I am not completely sure of that) are off limits.
Dissipation with friction (2.) is present but limited on specific elements in structure.
So high response is still present at other sub-parts of structure as I have ELAS material.
So I intend to implement 1., 3. and 5.
Do yo have any experience on that matter like examples or existing CA documentation?
I am particularly interested in use of existing/verified non-linear materials: concrete and structural steel, since those are relevant for superstructure response and not for research of material non-linearity.
And what is your experience on calculation time using specific approaches?
Thank you so much and best regards.
Thank you very much, this should be the answer.
U2.04.03
code-aster.org/doc/default/en/man_u/u2/u2.04.03.pdf
Thank you for you fast reply.
I was investigating the possibility of linear kinematic wok hardening, but since I have max. force/displacement 10MN/300mm, I wasn't sure this would work regarding the note from documentation:" This model (like all the models with linear work hardening) risks to over-estimate the constraints in the event of strong deformations, (or to underestimate the deformations with imposed constraint) because nothing limits the curve of work hardening."
Therefore I am searching for alternatives. Maybe I should try and check regardless.
Greetings dear colleagues,
I was wondering if someone did manage to implement load/deflection behavior with different stiffness for loading/unloading as shown in the attached picture. Loading and /or unloading stage are assumed linear but not equal. It represents spring rings, with dissipative work due to internal friction.
It could be best to describe behavior just for 1D element, without assembling complex discrete mechanism.
Thank you for your help and ideas.
Regards
Thank you very much fo your help, I am looking into that.
Greetings dear colleagues,
Is there any chance to test or obtain Code_Aster 2021 (15.4) with enabled MPI functionallity for windows environment?
Are there any experience in computational speed running CA MPI linux version on wsl2 against windows CA version at contact problems using MUMPS?
I did contact SimulEase fot their Code_Aster Windows premium solution, but I haven't received any answer on partricular topic yet.
Thank you for your answers.
Kind regards
Greetings dear colleagues,
I have a problem to make a very simple model of Spherical plain bearing like attached picture.
In Code_Aster it is doable to model such a bearing with spherical contact surfaces, simulation for transitory analysis works as expected.
Problem arises in case of several hundred Spherical plain bearing instances in DYNA_NON_LINE, using the only to my knowledge allowable distribution method "Centralise" for parallel solving, making computation times very long...(cca 1 week+ at e.g. 14 MPI, 128 GB RAM for couple of seconds with very loose precision, resi_glob_rela, resi_glob_max, resi_frot)
So, my question is if exist there any simpler approach to model such a ball joint taking into consideration radius and friction of ball. It would be miracle if this could be done with simple node and beam model.
There is some ball element in Salome Meca for which I cannot find any documentation of its use (docs.salome-platform.org/7/gui/SMESH/adding_nodes_and_elements_page.html).
Any help in this direction would be greatly appreciated.
Thank you for your continuous efforts and stay safe.
Hello everyone,
I am recently working on non-linear example of a seismic transient. R4.05.01 is discussing equations of movement in absolute/relative reference marks.
My intent was to use absolute displacement time history as input (load_uxyz from Stage_2.comm in attachement).
Results are extracted from DEPL, ACCE fields (POST_RELEVE_T).
Now I am a bit lost on how to make sure inputs and received results are in the same reference mark (e.g.absolute) or where to check or set that.
Any suggested reference to appropriate literature to get knowledge on that topic is most welcome.
Thank you and best regards
Hello,
same issue with Loguru caught a signal: SIGSEGV...
At certain point started to appear and no matter what I do, even with files which worked previously, now it crashes constantly.
Started with 2021.0.0.1 and then I pulled 2021.0.0.2 sif, same issue.
All suggested workarounds failed (save as, make new,...).
Any ideas hugely appreciated.
Hello,
This issue will be fixed in version 2021.0.1
It is mainly encountered with code_aster v15 and due to the new concept naming in the pythonic version of code_aster.
If you can share the med result file I can verify it will be all good with the patched upcoming version.
HB
Hello,
same issue with Loguru caught a signal: SIGSEGV...
At certain point start to appear and no matter what I do, even with files which worked previously, now it crashes constantly.
Started with 2021.0.0.1 and then I pulled 2021.0.0.2 sif, same issue.
All suggested workarounds failed. Please find the attached rmed file.
Any ideas hugely appreciated.
Hello,
This issue will be fixed in version 2021.0.1
It is mainly encountered with code_aster v15 and due to the new concept naming in the pythonic version of code_aster.
If you can share the med result file I can verify it will be all good with the patched upcoming version.
HB
Hello,
same issue with Loguru caught a signal: SIGSEGV...
At certain point start to appear and no matter what I do, even with files which worked previously, now it crashes constantly.
Started with 2021.0.0.1 and then I pulled 2021.0.0.2 sif, same issue.
All suggested workarounds failed. Please find the attached rmed file.
Any ideas hugely appreciated.
Hello,
This issue will be fixed in version 2021.0.1
It is mainly encountered with code_aster v15 and due to the new concept naming in the pythonic version of code_aster.
If you can share the med result file I can verify it will be all good with the patched upcoming version.
HB
Thank you so much for your guidance it helped a lot.
I am not sure why, but it did help creating launcher on desktop (I use xfce) pointing to salome_meca executable file, as running it from terminal results in my above mentioned general error.
For all finding typing sudo commands before start tedious this might help:
1. creating excutable e.g. salome.sh with:
#!/bin/sh -e
set -e
rm -r /dev/shm
mkdir /dev/shm
chmod -R a+rwx /dev/shm
exit 0
2. setting up crontab: https:_____//phoenixnap.com/kb/crontab-reboot" , putting in crontab file e.g.:
@reboot sleep 10 && /here_put_your_path_to_executable/salome.sh
3. making crontab service start on wsl2 startup, since it is stopped by default at each startup: https:____//askubuntu.com/questions/1165969/ubuntu-18-04-on-wsl-cron-daemon-not-running-after-reboot
There might be other ways to approach this, running salome.sh as service, but in my case those didn't work.
Regards
To be honest the output error is too generic to give you advice, did you follow the steps specific for WSL2 ?
tested with proposal and now I got following errors...
lga@DESKTOP-R5TDPJ2:~/salome_meca$ ./salome_meca-lgpl-2021.0.0-1-20210811-scibian-9
not exist: /etc/krb5.conf
not exist: ${XDG_RUNTIME_DIR}
INFO: Could not find any nv files on this host!
*****************************************************
INFO : Running salome_meca in software rendering mode
*****************************************************
runSalome running on DESKTOP-R5TDPJ2
Searching for a free port for naming service: 2812 - OK
Searching Naming Service + found in 0.1 seconds
Searching /Kernel/Session in Naming Service +++++Traceback (most recent call last):
File "/opt/salome_meca/Salome-V2021-s9/modules/KERNEL_V9_7_0/bin/salome/orbmodule.py", line 181, in waitNSPID
os.kill(thePID,0)
ProcessLookupError: [Errno 3] No such process
During handling of the above exception, another exception occurred:
Traceback (most recent call last):
File "/opt/salome_meca/appli_V2021/bin/salome/runSalome.py", line 694, in useSalome
clt = startSalome(args, modules_list, modules_root_dir)
File "/opt/salome_meca/appli_V2021/bin/salome/runSalome.py", line 639, in startSalome
session=clt.waitNSPID("/Kernel/Session",mySessionServ.PID,SALOME.Session)
File "/opt/salome_meca/Salome-V2021-s9/modules/KERNEL_V9_7_0/bin/salome/orbmodule.py", line 183, in waitNSPID
raise RuntimeError("Process %d for %s not found" % (thePID,theName))
RuntimeError: Process 4486 for /Kernel/Session not found
--- Error during Salome launch ---
...would apprecite any further suggestions, thanks in advance.
Edit: tried with python 2.7 and 3.6. Added "export LD_LIBRARY_PATH=/usr/local/Qt-5.15.3/lib:$LD_LIBRARY_PATH".
Regards
At one point during our tests on WSL2, we found it necessary to do the following
sudo rm -r /dev/shm
sudo mkdir /dev/shm
sudo chmod 777 /dev/shmHope it helps, let us know please.
HB
Any news on this issue?
I tried with singularity SingularityCE 3.9.0 RC1 and Singularity 3.7.4 on wsl2 18.04. Same error as described already. Seems to stall on GUI as other continers work normally.
Thanks and regards.
Hello,
you could try a newer version of singularity. A similar error has been reported with Ubuntu 18.04:
https:__//github.com/hpcng/singularity/issues/5466 (remove the __ no links allowed),
Mario.
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