-
-
June 1, 2020 at 3:26 pm
Ruan
SubscriberHello, I have a question on the contact definition, I hope to win your guidance and support.
When defining the contact pairs in ANSYS workbench, do we have to guarantee there is only one element in contact, or we do not have to care how many elements involved in a contact? Like the following solver output, it reminds me there are 1047 elements in contact. Do I have to reduce the Pinball to reduce the number of elements in this contact pair?
Â
 *************************************************
 SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET         24
 Max. Penetration of -3.590422705E-15 has been detected between contact
 element 208388 and target element 208515.                             Â
Â
 Max. Geometrical gap of 5.133514676E-02 has been detected between    Â
 contact element 207658 and target element 208524.                     Â
 For total 2796 contact elements, there are 1047 elements are in       Â
 contact.                                                              Â
 Contacting area 18.6775108.                                           Â
 Max. Pinball distance 0.2.                                           Â
 One of the contact searching regions contains at least 50 target      Â
 elements.                                                             Â
 Max. Pressure/force -6.481163396E-09.                                Â
 Max. Normal stiffness 1557234.48.                                    Â
 Min. Normal stiffness 1557234.48.                                    Â
Â
 *************************************************
-
June 4, 2020 at 6:05 pm
Aniket
Forum Moderator
-
- The topic ‘How many elements should be set to be in contact?’ is closed to new replies.
- The legend values are not changing.
- LPBF Simulation of dissimilar materials in ANSYS mechanical (Thermal Transient)
- APDL, memory, solid
- Convergence error in modal analysis
- How to model a bimodular material in Mechanical
- Meaning of the error
- Simulate a fan on the end of shaft
- Real Life Example of a non-symmetric eigenvalue problem
- Nonlinear load cases combinations
- How can the results of Pressures and Motions for all elements be obtained?
-
3862
-
1414
-
1220
-
1118
-
1015
© 2025 Copyright ANSYS, Inc. All rights reserved.