Hello,
does anyone know, if abaqus calculates buckling when i simulate a fem-analysis of framwork structures not with beam elements but with coninuum elements e.g. tet Elements?
Thanks!
Hey,
i'm am having the same problem. I am also modeling beam which i merged before. Everything seems to be fine but the construction is far too stiff!
do you have any suggestions for me how i could proceed?
@human123 how did you solve your problem
Thanks!