Forum Jar
 
Forum Jar : Abaqus Forum : Concrete
See other topics in Abaqus Forum

Abaqus Forum
 
Important rules for using Abaqus Forum
• No offensive words are allowed in this forum.
• To prevent spams, you must not use the words "http" ".com" or "/"(slashes) in this forum.
 

Alert! Please do not buy anything or pay anyone on this forum. Scammers have been reported on our forum. Please also do not go to any links posted on here. We have been reported about links to websites that contain viruses. Thank you.

 
Topic: Concrete
I am testing a reinforced concrete beam in ABAQUS v6.11. I have used CDP model to define my concrete . I have also defined compression and tension damage parameters. My solution has converged and I got a reasonable load deflection curve. But when I plot the Mises Stress vs LE_max, the plot is not same as the input values given for CDP model. Can anyone explain the reason for the same?

by Adarsh Sun Oct 26 11:46:22 UTC 2014
 
Post a new comment
 
Message:

Name (optional):


By posting a comment, you indicate that you have agreed to our terms of use.

Feel adventurous? Check out random forums on Forum Jar!
Related Forums
Commercial software Forum
Finite element analysis Forum
Dassault Systemes S.A. Forum
Open-source Forum
Python (programming language) Forum
Fox-toolkit Forum
GUI Forum
Automotive industry Forum
Aerospace Forum
Industrial product Forum
Multiphysics Forum
Piezoelectric Forum
Elastomer Forum
ABAQUS, Inc Forum


sponsored links: free polls | free chat rooms (weirdtown chat) | widgets for myspace | make chat room | free chat room list | review websites | snowboard or ski | chat vocab

terms of use | privacy policy
©2018 forumjar.com All rights reserved.