Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Independant Mesh in Steady State Dynamic Analysis

Status
Not open for further replies.

MohamedKhalil

Geotechnical
Joined
May 28, 2013
Messages
11
Location
EG
Good Morning,

I am a researcher in the field of geotechnical engineering. I used to use the FEA software COMSOL in analysis but now I am thinking about switching to Abaqus due to some technical problems. I just wonder if it possible to simulate friction between independent mesh parts in a steady state dynamic analysis to obtain the amplitude of motion over a specific range of frequencies.

Thank you in advance :)

 
That's mathematically not possible. Contact changes and friction are nonlinearities, but SSD is a linear procedure.
 
Thanks Mustaine3 for your kind response,

Is there any other way to simulate friction between two different parts without using an independent mesh so I can use the steady state analysis?
or is there any alternative to steady state analysis to obtain the amplitude of motion over a specific range of frequencies?

 
Will there be stick/slip changes? If not you can use linear constraint equations (tie or mpc).
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top