How to ensure that the rotation and displacement of two nodes are the same?

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

Moderators: silvia, selimgunay, Moderators

Post Reply
Adehyl
Posts: 2
Joined: Thu Aug 27, 2020 5:37 am

How to ensure that the rotation and displacement of two nodes are the same?

Post by Adehyl » Thu Aug 27, 2020 6:06 pm

In the 3D model, I built two elasticbeamcolumn elements (ELE1: node1, node2; ele2, node3, node4) I want to keep the rotation and displacement of node1 and node3 the same. After checking the command, I feel that "equaldof * * 1233456" and "rigidlink beam" command seems to be able to meet my needs. At the same time, after I looked at the forum, someone suggested that the elasticbeamcolumn element with large stiffness should also meet the requirements. I would like to ask you, will the above three methods achieve the same results? I would also like to ask about the applicable conditions of the above three methods。

This is very important to me, thank you for your answers!

mhscott
Posts: 874
Joined: Tue Jul 06, 2004 3:38 pm
Location: Corvallis, Oregon USA
Contact:

Re: How to ensure that the rotation and displacement of two nodes are the same?

Post by mhscott » Thu Aug 27, 2020 7:51 pm

Well, try them out and see if they give the same results :)

selimgunay
Posts: 913
Joined: Mon Sep 09, 2013 8:50 pm
Location: University of California, Berkeley

Re: How to ensure that the rotation and displacement of two nodes are the same?

Post by selimgunay » Thu Aug 27, 2020 9:30 pm

They would give the same result, but equaldof or the rigidlink is preferrable, because the elasticbeamcolumn element with large stiffness is more likely to cause numerical issues

Adehyl
Posts: 2
Joined: Thu Aug 27, 2020 5:37 am

Re: How to ensure that the rotation and displacement of two nodes are the same?

Post by Adehyl » Thu Aug 27, 2020 9:49 pm

selimgunay wrote:
Thu Aug 27, 2020 9:30 pm
They would give the same result, but equaldof or the rigidlink is preferrable, because the elasticbeamcolumn element with large stiffness is more likely to cause numerical issues
Thanks a lot!

Post Reply