-
-
June 6, 2022 at 9:58 am
FAQ
ParticipantForce Frictional Sliding contact is not designed to model a sticking situation. It works well for sliding contact where the friction leads to a resisting force (opposed to the sliding velocity) which is directly proportional to the normal contact force Ft=mu*Fn. In order to avoid integration difficulty with low sliding velocities (basically when the contact would ideally be sticking or close to sticking), the friction factor varies linearly between 0 and its nominal values if the sliding velocity is lower than a given velocity.
In summary,
If ||v||>=v_tol, Ft=mu*Fn
If ||v||This velocity tolerance is internally computed from the contact radius among many other parameters. Unfortunately, this tolerance cannot be obtained or set by the user. However, there is a command that affects its computation:
options=CS_SolverOptions()
options.VelocityToleranceFactor=1.0
The default value is 100. It allows to improve the behavior to be “closer” to a sticking contact but it won’t ever be perfectly sticking. With a factor=1 (a lower velocity tolerance), it will be possible to have lower sliding velocities, like an “almost sticking” contact status.
-

Introducing Ansys Electronics Desktop on Ansys Cloud
The Watch & Learn video article provides an overview of cloud computing from Electronics Desktop and details the product licenses and subscriptions to ANSYS Cloud Service that are...

How to Create a Reflector for a Center High-Mounted Stop Lamp (CHMSL)
This video article demonstrates how to create a reflector for a center high-mounted stop lamp. Optical Part design in Ansys SPEOS enables the design and validation of multiple...

Introducing the GEKO Turbulence Model in Ansys Fluent
The GEKO (GEneralized K-Omega) turbulence model offers a flexible, robust, general-purpose approach to RANS turbulence modeling. Introducing 2 videos: Part 1 provides background information on the model and a...

Postprocessing on Ansys EnSight
This video demonstrates exporting data from Fluent in EnSight Case Gold format, and it reviews the basic postprocessing capabilities of EnSight.
- Why is damped frequency is lower than undamped frequency with viscous damping but larger with structural damping?
- How can I specify acceleration at a node? Could I use the ‘big mass method’?
- How can I change the normalization method of the vibration modes from modal analysis?
- Why does the prestress from Static analysis does not add up to the stress in Random Vibration analysis?
- ANSYS Mechanical: Vibration Housing Noise
- A Shock absorber is represented as spring element with damping constant. Modal analysis is performed using Reduced Damped (QRDAMP) solver. How to perform a Modal super position harmonic or transient analysis further ?
- In a Modal Analysis of Mechanical, why aren’t the Participation Factors Summary under Solution Information displayed?
- Can you output the frequency response for a total deformation?
- In the results of a modal analysis, how can I define that a frequency is an output parameter ?
- What is mass moment of inertia in Point Mass used for?
© 2023 Copyright ANSYS, Inc. All rights reserved.