Independant Mesh in Steady State Dynamic Analysis
Independant Mesh in Steady State Dynamic Analysis
(OP)
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 :)
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 :)





RE: Independant Mesh in Steady State Dynamic Analysis
RE: Independant Mesh in Steady State Dynamic Analysis
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?
RE: Independant Mesh in Steady State Dynamic Analysis