Comments (11)
akaszynski
commented on May 25, 2024
Could you please attach the result file and/or specify which shell element are being ignored? I've been able to read in SURF154 elements with no problems.
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abhijeet-pandey
commented on May 25, 2024
Thanks for your response. I am trying to plot nodal stress results with a
model that contains shell181 elements. Rest of the element do get plotted
fine, while the shell elements are completely ignored. I am using Ansys
v.18.2
Do let me know if you are able to replicate the issue.
Regards,
Abhi
On 27 Feb. 2018 6:06 pm, "Alex Kaszynski" <[email protected]> wrote:
Could you please attach the result file and/or specify which shell element
are being ignored? I've been able to read in SURF154 elements with no
problems.
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akaszynski
commented on May 25, 2024
I've yet to program an interface for SHELL181, but as the element ordering is the same as SURF154, it shouldn't be too hard to add. I'll update the code so that those elements are accessible to pyansys as well.
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abhijeet-pandey
commented on May 25, 2024
Thanks mate!
I suggest that you target the default element types used by Ansys WB (for
1D,2D,3D). This would increase the reach of pyansys.
If you could throw some light if in the future, with respect to nodal
results, you would be giving access to: the averaged, unaveraged on
material, unaveraged on real constant, top/bottom solution option for shell
elements. This would be very useful indeed.
Regards,
Abhi
…On 28 Feb. 2018 8:47 pm, "Alex Kaszynski" ***@***.***> wrote:
I've yet to program an interface for SHELL181, but as the element ordering
is the same as SURF154, it shouldn't be too hard to add. I'll update the
code so that those elements are accessible to pyansys as well.
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akaszynski
commented on May 25, 2024
I'm about ready to go for SHELL181, but it would be great to have an APDL script to run and compare against. Do you have one?
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akaszynski
commented on May 25, 2024
pyansys now reads SHELL181.
Could you let me know what the default elements are for workbench? I don't usually use workbench.
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akaszynski
commented on May 25, 2024
Closing soon unless I hear back.
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abhijeet-pandey
commented on May 25, 2024
Sorry for the delay. I will send the default elements for workbench today.
…-Abhi
On 7 Mar. 2018 10:12 pm, "Alex Kaszynski" ***@***.***> wrote:
Closing soon unless I hear back.
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abhijeet-pandey
commented on May 25, 2024
Hi Alex,
Here is a list of common first and second order elements used by WB for
structural analysis:
1D:
BEAM188
COMBIN14
2D:
SHELL181
SHELL281
CONT174
TARG170
3D:
SOLID185
SOLID186
SOLID187
Regards,
Abhi
On 8 Mar. 2018 6:42 am, "Abhijeet Pandey" <[email protected]>
wrote:
… Sorry for the delay. I will send the default elements for workbench today.
-Abhi
On 7 Mar. 2018 10:12 pm, "Alex Kaszynski" ***@***.***>
wrote:
> Closing soon unless I hear back.
>
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> <#15 (comment)>,
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akaszynski
commented on May 25, 2024
Thanks! Let me know if you can read in shell elements now. I tested it on:
http://pyansys.readthedocs.io/en/latest/ansys_examples.html#spotweld-shell181-example
I'd like to know if it works for you as well.
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abhijeet-pandey
commented on May 25, 2024
Hello Mate,
Sorry for the late response. I tried out the spot weld example with Shell elements. The results from pyansys come close to the middle layer results (using SHELL command) for the shell from Ansys results.
Also there are options(AVRES, EFACET, AVPRIN command) in Ansys (last image) for if the user wanted to average across different thicknesses and materials. I am not sure how pyansys is taking care of this as each option would result in a significantly different plot.
Regards,
Abhi
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