zhang1026
Mechanical
- Nov 17, 2011
- 5
Hi everyone.
I have a question about ABAQUS simulaiton results.
I am running a trial simulation to test ABAQUS codes and get results that puzzle me a lot.
The FE model consists of 4 parts- 2 cyliners with some distance and 2 shells sandwiching the 2 cylindrs (Pls see attachement for model setup).
The boundary condition is as follows: 2 cylinders are tied respectively with each of the 2 shells.
The loading condition is like this: one shell is fixed while the other shell is moving to stretch the cylinder.
Numerial analysis was done via ABAQUS/Standard.
The result is that, the cylinder tied with fixed shell show zero Mises stress, while the cylinder tied with moving shell dispaly non-zero stress.
What puzzles me is that, both the two cylinders should show zero mises stress (because the two cylinders are separated such that no deformation was undergone by the cylinders) but actually not.
Could anyone help to explain why and how non-zero stress come out?
Thanks in advance.
Regards,
Bao
I have a question about ABAQUS simulaiton results.
I am running a trial simulation to test ABAQUS codes and get results that puzzle me a lot.
The FE model consists of 4 parts- 2 cyliners with some distance and 2 shells sandwiching the 2 cylindrs (Pls see attachement for model setup).
The boundary condition is as follows: 2 cylinders are tied respectively with each of the 2 shells.
The loading condition is like this: one shell is fixed while the other shell is moving to stretch the cylinder.
Numerial analysis was done via ABAQUS/Standard.
The result is that, the cylinder tied with fixed shell show zero Mises stress, while the cylinder tied with moving shell dispaly non-zero stress.
What puzzles me is that, both the two cylinders should show zero mises stress (because the two cylinders are separated such that no deformation was undergone by the cylinders) but actually not.
Could anyone help to explain why and how non-zero stress come out?
Thanks in advance.
Regards,
Bao