mhscott wrote: ↑Sun Apr 18, 2021 8:41 pm
Can you provide a minimum working example showing the issue? Thanks!
Good Morning Prof.
Attached is a simplified example, everything works fine in tension (where the loads have the same sign of the displacement) but when the loads should became negative, the load factor goes to "0".
I was able to show the compressive portion of the curve when I use a negative load for the negative displacement, but in that case, like a mirror of the previous case, the positive values of the loads give me a loadfactor of "0".
This is an older version of what I do now but none of them works now
edit: maybe my problem is not about the loadfactor command itself. I replaced it with nodal reactions to see the actual loads and for some reason the same happens. I tested with elastic beam-column as well. The same.
Thank you in advance!
ps. I realized files cannot be attached. Files are stored at this
Link .