Postprocessing the Cohesion in the field
Hi Everybody,
I'm using Mohr-Coulomb with Cohesion Hardening in Abaqus and I'm wondering how can I postprocess the state of Cohesion in the field?
Tanks ahead,
-Ali
alinojumi's blog
Modeling SMAs in ABAQUS
Hi Dear fellow Mechanicians
I am Ali Nojoumi a M.Sc. Civil engineer and I'm modleing shape memory alloys using in concrete shear walls to reduce the effects of earthquakes...
making my Model by ABAQUS, I should use UserSubroutine to define such SuperElastic behavior How can I manage that and have anyone ever done this?
I would be glad to have your suggestions or any contribution.
thanks alot; AliNojumi@GMAIL