Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Modal analysis problems in Abaqus

Status
Not open for further replies.

NTUCE

Structural
Joined
Jun 13, 2020
Messages
11
Location
TW
Hello everyone,

I'm doing modal analysis in Abaqus (step type: frequency).

Yet the results seem to have some problems.

The picture below is mode 1 shape.

a2_5m_mine_withsoilout_hftart.png


The result is wrong, it seems that most elements are not deforming.

Normally, it should be like this:

right_withsoilout_zxbm1s.png


Boundary condition at the bottom: (fixed)

bc_withsoilout_v5pxxt.png


Constraint between inner part(finite element) and outer frame(infinite element): (tie)

constraint_u0epio.png


I've checked everything, still couldn't find where the problem is.

Need your kind suggestion and guidance, thank you very much!
 
It seems that some elements detach from the model. Make sure that all parts are properly connected, especially that perforated plate on top.
 
I've used "find contact pairs". This function works well. So I think all parts are attached together properly.
 
This option is very convenient but sometimes doesn’t work as expected. Check warnings and sets generated by Abaqus, they should show you which nodes were connected by tie constraints and which weren’t.
 
I've checked surfaces generated by find contact pairs. They all look fine. No surfaces were missed, and they are all defined as surface to surface contact.
 
Have you started with a simple model with known results? Something like a simply-supported beam made of these shell.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top