×
INTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS

Log In

Come Join Us!

Are you an
Engineering professional?
Join Eng-Tips Forums!
  • Talk With Other Members
  • Be Notified Of Responses
    To Your Posts
  • Keyword Search
  • One-Click Access To Your
    Favorite Forums
  • Automated Signatures
    On Your Posts
  • Best Of All, It's Free!
  • Students Click Here

*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail.

Posting Guidelines

Promoting, selling, recruiting, coursework and thesis posting is forbidden.

Students Click Here

Jobs

Warping Boundry Conditions in ABAQUS

Warping Boundry Conditions in ABAQUS

Warping Boundry Conditions in ABAQUS

(OP)
Hello,

I am trying to model a beam element in ABAQUS but it is not taking any warping restraints for the model. It says that I cannot impose displacement, rotation and angular velocity restrictions at a node (which is the case for warping condition Theta'=0). Could anyone please guide me as to how am I supposed to model any warping conditions in ABAQUS?
A prompt response shall be highly appreciated! .

Regards

RE: Warping Boundry Conditions in ABAQUS

My guess is that this can only be applied to the MEMBER's end, not do the node directly. That's because this is related to member end releases, not joint boundary conditions.

Though I have to admit that I am just guessing and have never actually used ABAQUS.

Red Flag This Post

Please let us know here why this post is inappropriate. Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework.

Red Flag Submitted

Thank you for helping keep Eng-Tips Forums free from inappropriate posts.
The Eng-Tips staff will check this out and take appropriate action.

Reply To This Thread

Posting in the Eng-Tips forums is a member-only feature.

Click Here to join Eng-Tips and talk with other members!


Resources