shell edge loads
shell edge loads
(OP)
I'm applying a shell edge load on a hollow cylinder in the RIKS step, so I can see the postbuckling load/displacement curve.
However I can't seem to be able to find the shell edge load in history output request or when I try to do an X-Y plot on the results, displacement is there no problem for my prescribed nodes.
Any ideas, much appreciated, there isn't much in the documentation for this....
However I can't seem to be able to find the shell edge load in history output request or when I try to do an X-Y plot on the results, displacement is there no problem for my prescribed nodes.
Any ideas, much appreciated, there isn't much in the documentation for this....





RE: shell edge loads
Mohammad M. Shahbazi
http://omranafzar.com/en
RE: shell edge loads
RE: shell edge loads
http://caejournal.com/showthread.php?tid=9
Mohammad M. Shahbazi
http://omranafzar.com/en