×
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

a simulation of composite stub columns

a simulation of composite stub columns

a simulation of composite stub columns

(OP)
Hello, Abaqus users

I am doing a simulation of composite stub columns. The column is a bit complicated and consisted of two different types of steel with filling concrete.
Actually, this is my first project with abaqus and with FA. So maybe someone has faced the same problem that I am facing.
As shown in the resulting load-axial displacement curve, and for all specimens, there is a difference in the curve slope in the elastic region.
also the simulation curve should decrease after the peak load as it is in the experimental curve.





I appreciate your time and help

Best Regards,
Faisl

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