-
-
October 4, 2017 at 12:20 pmpglAnsys Employee
How do hexahedral elements compare to 10 node tetrahedral elements for contact problems?
-
October 17, 2017 at 10:07 amcbhavsarAnsys Employee
With hyperelastic materials, lower order hex elements are optimal, in terms of robustness and accuracy, but not always practical. It can be helpful to drop midside nodes and let the code invoke enhanced strain technology when bending is excessive. Higher order elements can be more susceptible to turning inside out under excessive bending.
-
Viewing 1 reply thread
- The topic ‘Hexahedral elements compare to 10 node tetrahedral elements for contact problems’ is closed to new replies.
Ansys Innovation Space
Trending discussions
- At least one body has been found to have only 1 element in at least 2 directions
- Error when opening saved Workbench project
- How to apply Compression-only Support?
- Geometric stiffness matrix for solid elements
- Frictional No separation contact
- Timestep range set for animation export
- Image to file in Mechanical is bugged and does not show text
- Script Error Code:800a000d
- Elastic limit load, Elastic-plastic limit load
- Element has excessive thickness change, distortion, is turning inside out
Top Contributors
-
1421
-
599
-
591
-
565
-
366
Top Rated Tags
© 2025 Copyright ANSYS, Inc. All rights reserved.
Ansys does not support the usage of unauthorized Ansys software. Please visit www.ansys.com to obtain an official distribution.