Hello everyone!
I'm using STKO to study the behavior of an infill mansonry walls. In addiction to vertical analysis, I want to do pushover analysis using "parallel displacement control". The analysis starts but it stops at about 80%. In particular, it seems that the analysis cannot compute the softening (as you can see in the monitor).
Can you help me to fix this problem? How can I find the solution?
Attached .sdc file, analysis text and monitor.
Giovanni Manco
Pushover analysis (no softening)
Pushover analysis (no softening)
- Attachments
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- S1A_pushover.zip
- (744.87 KiB) Downloaded 163 times
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- analysis_S1A.png (153.79 KiB) Viewed 1687 times
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- monitor_S1A.png (63.47 KiB) Viewed 1687 times
Re: Pushover analysis (no softening)
Look at the output:
You forgot to assign Local Axes (that you correctly created) to the contact interactions. In this way they are using the default (Global) axes. Therefore, the bottom contact (which has a Z vector that correctly points toward the slave nodes) is working...
Re: Pushover analysis (no softening)
Thank you for the answer!
Yes, I forgot to assign the local axes. I'm sorry.
However, now the horizontal analysis is not yet completed, rather it stops immediately already in elastic phase. In particular, a "warning" (related to ForceBeamColumn3D) is reported and analysis stops about to 3%.
What can I do to eliminate the "warning"? What is the reason?
Thank you very much for your work.
Giovanni
Yes, I forgot to assign the local axes. I'm sorry.
However, now the horizontal analysis is not yet completed, rather it stops immediately already in elastic phase. In particular, a "warning" (related to ForceBeamColumn3D) is reported and analysis stops about to 3%.
What can I do to eliminate the "warning"? What is the reason?
Thank you very much for your work.
Giovanni
- Attachments
-
- 2023-05-03.png (272.55 KiB) Viewed 1647 times
Re: Pushover analysis (no softening)
Try using the ASDShellQ4. For some reason when you reach the peak, the ShellMITC4 returns NAN