-
-
April 10, 2023 at 7:50 pm
Abdualraouf
SubscriberI am getting this error while i am checking the gab for the contacts, and some contact appear as inactive i don't understand where is the problem is , and the model fail to converge with many warnings.
any help will be very appretiated.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MINX will be set to 1.2676506E+30.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MINY will be set to 1.2676506E+30.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MINZ will be set to 1.2676506E+30.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MAXX will be set to -1.2676506E+30.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MAXY will be set to -1.2676506E+30.
*** WARNING *** CP = 43.594 TIME= 22:45:48
There are no selected nodes.
Parameter _MAXZ will be set to -1.2676506E+30.
*** ERROR *** CP = 43.672 TIME= 22:45:48
Node 0 is not defined.
*** ERROR *** CP = 43.672 TIME= 22:45:48
Node 0 is not defined.
***** WARNING *****
Undefined parameter used in field 3 (NX(_NTETS(_I))+_DELTA)
Line=n,_nspr,nx(_ntets(_i))+_delta,ny(_ntets(_i)),nz(_ntets(_i))
*** ERROR *** CP = 43.672 TIME= 22:45:48
Node 0 is not defined.
***** WARNING *****
Undefined parameter used in field 4 (NY(_NTETS(_I)))
Line=n,_nspr,nx(_ntets(_i))+_delta,ny(_ntets(_i)),nz(_ntets(_i))
*** ERROR *** CP = 43.672 TIME= 22:45:48
Node 0 is not defined.
***** WARNING *****
Undefined parameter used in field 5 (NZ(_NTETS(_I)))
Line=n,_nspr,nx(_ntets(_i))+_delta,ny(_ntets(_i)),nz(_ntets(_i))
*** WARNING *** CP = 43.672 TIME= 22:45:48
Undefined parameter used for coordinate 1.
A value of 0.0 will be used.
*** WARNING *** CP = 43.672 TIME= 22:45:48
Undefined parameter used for coordinate 2.
A value of 0.0 will be used.
*** WARNING *** CP = 43.672 TIME= 22:45:48
Undefined parameter used for coordinate 3.
A value of 0.0 will be used. -
April 11, 2023 at 5:20 pm
Ashish Khemka
Ansys EmployeeHi,
The message 'There are no selected nodes' indicates that there are no nodes selected. Are you using a command object? If yes, then can you please ensure that the nodes are selected?
Regards,
Ashish Khemka
-
April 14, 2023 at 10:30 am
Abdualraouf
SubscriberTHANK YOU ASHISH, I AM NOT USING COMMAND OBJECT.
when i am trying to evaluate contact tool i am facing troubles with it ''an error occurred inside the POST PROCESSING module'' , after i chaneged the reinforcemnt bar model type from ''reinforcement '' to ''beam'', i got results with contact tool.
its quite complex model though i am searching for a linear results.
-
- You must be logged in to reply to this topic.

Boost Ansys Fluent Simulations with AWS
Computational Fluid Dynamics (CFD) helps engineers design products in which the flow of fluid components is a significant challenge. These different use cases often require large complex models to solve on a traditional workstation. Click here to join this event to learn how to leverage Ansys Fluids on the cloud, thanks to Ansys Gateway powered by AWS.

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
- Solver Pivot Warning in Beam Element Model
- Saving & sharing of Working project files in .wbpz format
- Understanding Force Convergence Solution Output
- An Unknown error occurred during solution. Check the Solver Output…..
- What is the difference between bonded contact region and fixed joint
- User manual
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- whether have the difference between using contact and target bodies
- material damping and modal analysis
- Colors and Mesh Display
-
5340
-
3319
-
2471
-
1308
-
1016
© 2023 Copyright ANSYS, Inc. All rights reserved.