Geometric Nonlinearity

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

Moderators: silvia, selimgunay, Moderators

Post Reply
evxjr
Posts: 20
Joined: Mon Nov 01, 2010 4:13 am
Location: University of Nottingham

Geometric Nonlinearity

Post by evxjr »

Is there an element that can consider the geometric nonlinear effects of beams at high deflections? In particular I want to know if catenary action is forming.
I would have thought using a fibre section element could do this, but I'm not sure from my results.

Thanks for your help.
vesna
Posts: 3033
Joined: Tue May 23, 2006 11:23 am
Location: UC Berkeley

Re: Geometric Nonlinearity

Post by vesna »

You can account for nonlinear geometry by assigning to your elements corotational transformation: http://opensees.berkeley.edu/wiki/index ... sformation. If you also want to capture P-small delta you need to divide your beam into multiple elements. To be able to trace deformations of the beam you need to have nodes at locations that you want to monitor.
Post Reply