In a Rigid Dynamics analysis, when I overwrite the mass property of a body using the SetMassAndInertia() command, my result seems to be scaled up by 1000. For instance, I use the following: _myblockID = CS_Body.Find(_bid) _myblockID.SetMassAndInertia(10,0,0,0,0,0,0) I’m assuming that the solver will read in 10 kg for the mass. Performing a simple test involving gravitational acceleration, the force is 1000 times greater than what is expected. I am in mm,kg,s unit system.
-
-
March 17, 2023 at 9:00 am
FAQ
ParticipantIf the active unit system is set to mm,kg,s, then the solver unit system will measure the mass in metric tons. Since 1 ton equals 1000 kg, the result will be scaled by 1000 if the appropriate conversion is not done beforehand. Keep in mind that command objects do not automatically scale quantities; they are units agnostic and take numerical inputs of both integers and floats. The usage of the solver unit system is not apparent because the solver output makes no indication of this, so we plan to enhance the command object header to reference the units used for the solver unit system.
-

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 1Â 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 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?
- 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 the results of a modal analysis, how can I define that a frequency is an output parameter ?
- What does the warning “Diagonal of the mass matrix is missing in file” indicate when using RSTMAC command?
- Can you output the frequency response for a total deformation?
- What is mass moment of inertia in Point Mass used for?
- In a Modal Analysis of Mechanical, why aren’t the Participation Factors Summary under Solution Information displayed?
- If the stress is higher than ultimate strength in Response Spectrum Analysis, does this mean that the component may break or yield?
© 2023 Copyright ANSYS, Inc. All rights reserved.