Thanks for your answer very much :-)
So as I understand for beams its only possible to put a residual stress or initial stress state with such a subroutine?
In that case I will try this.
Best regards, Benny
Hi everyone,
I am doing research on stability analysis of welded I-profiles under compression. Therefore im doing analysis in ABAQUS. I have modeled a simply supported beam under compression with linear elastic-ideal plastic material behaviour. As elements I use simple beam elements (B33...
Hi everyone,
I'm a master-student writing my master-thesis about the influence of (welding) residual stresses on the stability of columns under pressure (flexural buckling). For that I have to model sth. in ABAQUS. I want to model a column (simply supported) under pressure and find out the...
