×
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!

*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

Overall Laminate Strain in Femap

Overall Laminate Strain in Femap

Overall Laminate Strain in Femap

(OP)
Hi

I am looking to output the overall strain of a laminate in FEMAP.
Looking to either get the max ply strain of the overall strain in FEMAP interface
Replies continue below

Recommended for you

RE: Overall Laminate Strain in Femap

What do you mean "overall strain"? Do you mean of all laminate elements?

I was always under the assumption that on an element basis, every ply should have the same strain.

RE: Overall Laminate Strain in Femap

every ply should have the same strain only if there are only in-plane loads and the layup is symmetric. If there are bending loads, or unsymmetry, then the strain is linear thru the thickness.

RE: Overall Laminate Strain in Femap

if each ply has a different loading then it'll have a different strain. For example ...

1) unidirectional plies under axial load, all plies have the same load/stress/strain
2) a laminate of 0,+45,-45 plies ... under any load each ply will have different load/stress/strain as permitted by the elasticity of the adhesive.

"Wir hoffen, dass dieses Mal alles gut gehen wird!"
General Paulus, Nov 1942, outside Stalingrad after the launch of Operation Uranus.

RE: Overall Laminate Strain in Femap

Yes thank you to SWComposites and rb1957 for the clarification. In that case to answer the OP, you would have to envelope the laminate strain results on all the plies in the model.

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! Already a Member? Login



News


Close Box

Join Eng-Tips® Today!

Join your peers on the Internet's largest technical engineering professional community.
It's easy to join and it's free.

Here's Why Members Love Eng-Tips Forums:

Register now while it's still free!

Already a member? Close this window and log in.

Join Us             Close