×
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

Modelling of a quasi-brittle material using concrete damage plasticity

Modelling of a quasi-brittle material using concrete damage plasticity

Modelling of a quasi-brittle material using concrete damage plasticity

(OP)
Hi..

i am having a material that behaves as a quasi-brittle material in a operating temperature range. So I thought of modelling it using concrete damage plasticity(CDP) model using ABAQUS..

1. Is that right Or to what extent it is possible?
2. What are the details I need to know about the material, so that i can model it as a CDP.. I saw some journals.. They said u need to have
a. 1D Stress-strain curve (tension and compression)
b. bi-axial failure in plane state of stress
c. tri-axial state of stress..

The problem is I'm modeling a material, which doesnt have real-time experimental data - (As I said, operating temperature is very high) - . What should I do in that case..

Thanks in advance.

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