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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,

alinojumi's picture

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

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