Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
alexli
Posts: 25 Joined: Fri May 02, 2008 8:27 am
Post
by alexli » Sun Nov 16, 2008 3:47 am
Hi all,
In the general-purpose program, such as abaqus adina, there are some concrete models in the material libray. if we use them in the beam element,I also can get the result. So, what is the difference between the result and that we get using the fiber model and plastic hinge model?
I want to become a good engineer
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Sun Nov 16, 2008 10:54 am
mainly, pm interaction.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
alexli
Posts: 25 Joined: Fri May 02, 2008 8:27 am
Post
by alexli » Sun Nov 16, 2008 4:10 pm
Thank you very much!
Could you explain a little of the reason? I have a limited knowlege about the FEM, sorry!
I want to become a good engineer
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Sun Nov 16, 2008 6:01 pm
you might want to read up on it doing some research.
maybe study the work on the nonlinear beam-column element by filippou.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104