-
-
July 10, 2020 at 1:52 pm
DanielLavayen
SubscriberHello everyone,
Â
I am having some troubles analyzing the collapse of a hollow square tube in a 3 point bending test simulation. Even though I obtain a F-u curve quite close to the expected curve (theoretical and experimental). I have found some points that suffer from excesive plastic strain. Some of them have 1.1 and even -1.1 plastic strain in all directions. Those points are the ones in contact with the rigid force applicator. Also, the point where the collapse occurs, also suffers this large plastic deformations.Â
I used solid185 elements for the tube, with little fillets (if i dont use fillets, the problem is more severe) and conta174 elements for contacts and targe169 elements to model the supports and force applicator (as cylinders).Â
I tried the ERESX,NO option to avoid stress above the limit, I have also tried changing to enhanced strain formulation and simplified enhanced strain formulation (however this two last options have problems converging).Â
How can i decrease this extremely high plastic deformations? I tried several mesh sizes but have the same issues at the end. Below there are some screenshots of the problem at hand.
Here is the general scheme of the test
A detail of the mesh used
A cross section of the mesh
Plastic deformation in the x-direction. Notice the point with high plastic deformation
von Mises plastic deformation... excesive in one point in the middle
Â
Thanks in advance for your help!
-
- The topic ‘Large plastic strain during collapse in 3 point bending simulation’ is closed to new replies.
- At least one body has been found to have only 1 element in at least 2 directions
- Script Error Code:800a000d
- Element has excessive thickness change, distortion, is turning inside out
- Elastic limit load, Elastic-plastic limit load
- Image to file in Mechanical is bugged and does not show text
- Help to do quasistatic analysis in static structural module
-
1927
-
823
-
599
-
591
-
366
© 2025 Copyright ANSYS, Inc. All rights reserved.