Moiny
maybe I am overlooking something, or maybe not.
Is there an easy way to display the maximum comparison stress in a table for the steel connections, i.e., the verification criterion η, especially when the stress already exceeds the elastic range?
Without having to go through each node individually?
I rather accidentally discovered that you can also display the results of the steel connections graphically.
I can't be the only person who initially sees "all green" in the table, only to later realize that the comparison stress actually exceeds the maximum allowable stress.
Regards
Maik
Hello Maik, 
A tabular output of the maximum equivalent stresses or the verification criterion η is unfortunately not provided in the current version. The reason for this is that the stresses in plate design are not directly used as a failure criterion.
Even if von Mises stresses locally exceed the yield strength, the verification is still considered fulfilled. The design is based on an isotropic-plastic, bilinear material model, where it is not the stress, but the plastic equivalent strain that is decisive.
Therefore, the comparison between the following is crucial:
-
existing plastic strain
-
allowable plastic strain
The limit value of this plastic equivalent strain is 5% by default according to EN 1993-1-5, Annex C. Only when this value is exceeded is the verification considered not fulfilled.
Further information can also be found in our online manual:
https://www.dlubal.com/de/downloads-und-infos/dokumente/online-handbuecher/rfem-6-stahlanschluesse/002959#h-0
Best regards
Sonja von Bloh
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2 posts were split to a new topic: Verification of weld or fillet welds with high utilization
Please Keep It Simple... one issue per post.
Thanks :)