AriaCole
Mechanical
- Nov 30, 2011
- 6
Hello all. I'm new to the group, but I've been browsing trying to find helpful hints for my abaqus model. I am very new to abaqus.
I'm modeling a threaded connection (box and pin) including contact. My model has 4 steps (initial, make-up, internal pressure and compression) which simulate the loading of the connection based on a Von mises criterion (standard VME curve) for my material, steel. I am having a few issues with my model:
1. Some parts of my model appear to be floating when I examine the viewer. How do I fix this?
2. Errors in the msg file include:
***WARNING: SOLVER PROBLEM. NUMERICAL SINGULARITY WHEN PROCESSING NODE
BOX-1.14 D.O.F. 2 RATIO = 17.2549E+12 .
***WARNING: SOLVER PROBLEM. NUMERICAL SINGULARITY WHEN PROCESSING NODE PIN
TOP-1.453 D.O.F. 2 RATIO = 442.136E+12 .
***WARNING: DISPLACEMENT INCREMENT FOR CONTACT IS TOO BIG.
***ERROR: TIME INCREMENT REQUIRED IS LESS THAN THE MINIMUM SPECIFIED
Any help is greatly appreciated. When I try to edit my model I get more errors of excessive distortion and severe contact overclosures exist. THANK YOU!
I'm modeling a threaded connection (box and pin) including contact. My model has 4 steps (initial, make-up, internal pressure and compression) which simulate the loading of the connection based on a Von mises criterion (standard VME curve) for my material, steel. I am having a few issues with my model:
1. Some parts of my model appear to be floating when I examine the viewer. How do I fix this?
2. Errors in the msg file include:
***WARNING: SOLVER PROBLEM. NUMERICAL SINGULARITY WHEN PROCESSING NODE
BOX-1.14 D.O.F. 2 RATIO = 17.2549E+12 .
***WARNING: SOLVER PROBLEM. NUMERICAL SINGULARITY WHEN PROCESSING NODE PIN
TOP-1.453 D.O.F. 2 RATIO = 442.136E+12 .
***WARNING: DISPLACEMENT INCREMENT FOR CONTACT IS TOO BIG.
***ERROR: TIME INCREMENT REQUIRED IS LESS THAN THE MINIMUM SPECIFIED
Any help is greatly appreciated. When I try to edit my model I get more errors of excessive distortion and severe contact overclosures exist. THANK YOU!