Buckling Moment from Riks
Buckling Moment from Riks
(OP)
I have performed a Riks analysis. how can I work out buckling moment from that. I need the interaction between yielding and buckling moment
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
Buckling Moment from Riks
|
RE: Buckling Moment from Riks
Check in the manual; "Unstable Collapse & Post-Buckling Analysis".
Regards
Martin Stokes CEng MIMechE
RE: Buckling Moment from Riks
RE: Buckling Moment from Riks
RE: Buckling Moment from Riks
Chances are that if your structure is too 'perfect' then it will buckle at an unrealistically high load.
Martin
RE: Buckling Moment from Riks