In the case with asymmetric material (i.e., the tension and compression sides have different backbone curves), does the node order (i.e., the ith and jth node) matter in the definition of zero-length element? If so, what is the basic rule?
Thanks in advance,
Yazhou
zerolength element with asymmetric material
Moderators: silvia, selimgunay, Moderators
-
- Posts: 916
- Joined: Mon Sep 09, 2013 8:50 pm
- Location: University of California, Berkeley
Re: zerolength element with asymmetric material
zerolength element has local axes with positive and negative directions, tension and compression sides define on the local axis positive direction. Please see the below link for local axes
http://opensees.berkeley.edu/wiki/index ... th_Element
http://opensees.berkeley.edu/wiki/index ... th_Element