Search found 8 matches

by WAELL
Tue Jul 31, 2007 5:59 pm
Forum: OpenSees.exe Users
Topic: records of Zero-Length elements
Replies: 1
Views: 3063

records of Zero-Length elements

Hello all I am using Zero-Length element to describe the relation between two points in the same location. I assigned two different materials in two different directions to describe the behaviour between the two points. Now, I am trying to get the record of the zero-Length element in the two directi...
by WAELL
Thu Oct 26, 2006 10:57 am
Forum: OpenSees.exe Users
Topic: nDMaterial Template3Dep
Replies: 3
Views: 4788

Hello Andre:

It seams that we have the same problems with "template3Dep" and "Newtemplate3Dep" commands. So….if you found any solution, please e-mail me and I will do the same for you.
My e-mail address is waell_ab@yahoo.com

Thanks
Wael
by WAELL
Wed Oct 25, 2006 6:46 am
Forum: OpenSees.exe Users
Topic: “nDMaterial Template3Dep” command
Replies: 6
Views: 7776

Hello Dr. Boris: After I used ElasticIsotropic3D instead of ElasticIsotropic command (I am attaching the input file after correction) I tried 1- All of the material models examples posted in your website 2- Examples in EXAMPLES directory of OpenSees distribution 3- Number of examples in your OpenSee...
by WAELL
Mon Oct 23, 2006 10:58 am
Forum: OpenSees.exe Users
Topic: “nDMaterial Template3Dep” command
Replies: 6
Views: 7776

“nDMaterial Template3Dep” command

Hello Silvia / All: I built a small model consists of one stander brick element with 4 fixed nodes and the other four nodes are loaded. I used “nDMaterial Template3Dep” command to describe the material but it seams that there is a problem in the material model. I had he following massage: ElasticIso...
by WAELL
Wed Dec 07, 2005 4:20 pm
Forum: OpenSees.exe Users
Topic: Drucker-Prager yield surface in plane stress state
Replies: 2
Views: 5818

Drucker-Prager yield surface in plane stress state

Hello all ; I am tying to model concrete infill panel (infill panel for steel frame) using Quad element. My problem is how I can describe Drucker-Prager yield surface in plane stress state. I found this link in one of your replies (timosidis-Posted: Thu Jul 15, 2004 1:13 pm Post subject: Reference ...
by WAELL
Mon Aug 08, 2005 5:50 pm
Forum: OpenSees.exe Users
Topic: Beam-Column Element and Quad Element in the same analysis
Replies: 4
Views: 5903

thanks

Thanks Frank
by WAELL
Mon Aug 08, 2005 12:48 pm
Forum: OpenSees.exe Users
Topic: Beam-Column Element and Quad Element in the same analysis
Replies: 4
Views: 5903

similar post by Timosidis

There was a similar post by Timosidis on May 26, 2005 (page 2), and a reply by Berktaftali. But Berktaftali’s reply was not completed. I tried to e-mail Timosidis, but his e-mail is not valid any more. One of the replies was “Take a look at solid02.tcl file in Example Scripts, it does what you need”...
by WAELL
Fri Aug 05, 2005 10:56 pm
Forum: OpenSees.exe Users
Topic: Beam-Column Element and Quad Element in the same analysis
Replies: 4
Views: 5903

Beam-Column Element and Quad Element in the same analysis

Hello all; I am a new user of OpenSees Program. I would like to use 2D Beam-Column Elements (3 DOF per node) with Quadrilateral Elements (2DOF per node). When I use model basic -ndm 2 -ndf 3 I got Warning – model dimentions and/or nodal DOF not compatible with quad element And when I use model basic...