Interlocking Effect

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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armkam
Posts: 30
Joined: Thu Oct 13, 2016 4:02 pm
Location: The University of Auckland

Interlocking Effect

Post by armkam »

Hi,

Suppose I have a zerolength element with Elastic Perfectly Plastic (EPP) or Steel01 (with a minuscule hardening ratio).
If I load my material, after I'd reach the yielding force, I'd get huge displacements due to plasticity.
Is there any possible way that I can limit these displacements?
Or alternatively, have an interlocking effect?
selimgunay
Posts: 917
Joined: Mon Sep 09, 2013 8:50 pm
Location: University of California, Berkeley

Re: Interlocking Effect

Post by selimgunay »

It depends on your purpose. What do you want to happen when this displacement limit is reached?
armkam
Posts: 30
Joined: Thu Oct 13, 2016 4:02 pm
Location: The University of Auckland

Re: Interlocking Effect

Post by armkam »

I just want to control the displacement so I wouldn't get huge displacements resulting in convergence problems.
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