Elastic Material

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

Moderators: silvia, selimgunay, Moderators

Post Reply
joseacs
Posts: 3
Joined: Sun Sep 30, 2018 2:03 pm
Location: Universidad Técnica Federico Santa María

Elastic Material

Post by joseacs »

Hi everyone.

I want yo asign an elastic axial response to a Zero length element. When I define an Elastic Uniaxial Material (link to the OpenSees Wiki page: https://opensees.berkeley.edu/wiki/inde ... l_Material), in the parameter E, should I put the Young's Modulus or EA? where A is the cross section area.

Thanks-.
Top
Post Reply

Return to “OpenSees.exe Users”