Tension and compression for ZeroLength elements

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

Moderators: silvia, selimgunay, Moderators

Post Reply
divamva
Posts: 27
Joined: Wed Jun 30, 2004 6:52 am
Location: National Technical University of Athens

Tension and compression for ZeroLength elements

Post by divamva » Thu Jul 22, 2004 7:47 am

I guess that the zerolength element decides on what is positive displacement or rotation by subtracting node2-node1 (or jNode-iNode) quantities. Playing with those ElasticPPGap elements seems to show such a behavior, where knowing which part is activated each time makes a huge difference in the response.
Can you opensees guys out there confirm this (and maybe place the answer in the manual as well)?

Thanks.

And by the way, I really appreciate everybody's contribution on OpenSees. It is really great to be able to do 3D nonlinear dynamic analyses with just a 3Mb free program! You should see the jaws dropping in some presentations when I refer to this.

fmk
Site Admin
Posts: 5883
Joined: Fri Jun 11, 2004 2:33 pm
Location: UC Berkeley
Contact:

Post by fmk » Mon Jul 26, 2004 1:51 pm

you are correct .. it is dof at the jnode - the dof at the inode .. we do need to make this clearer in the manual.

Post Reply