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PZT - Aluminum BC

Posted 22 déc. 2011, 04:43 UTC−5 Structural Mechanics Version 4.0a 3 Replies

Rohan Repale
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What boundary condition should I select for the Boundary between Aluminum and PZT, so that vibrations generated in Aluminum gets transferred to the PZT
3 Replies Last Post 23 déc. 2011, 04:01 UTC−5
Ivar KJELBERG COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
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Posted: 1 decade ago 22 déc. 2011, 05:54 UTC−5
Hi

the default solid continuity should do the job, if you are in assembly mode you need to apply a pair solid continuity

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Good luck
Ivar
Hi the default solid continuity should do the job, if you are in assembly mode you need to apply a pair solid continuity -- Good luck Ivar
Rohan Repale
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Posted: 1 decade ago 22 déc. 2011, 06:16 UTC−5
Hi,
I tried adding continuity, but it somehow doesnt get selected
Do you think, I should create a union between the two geometries?
Hi, I tried adding continuity, but it somehow doesnt get selected Do you think, I should create a union between the two geometries?
Ivar KJELBERG COMSOL Multiphysics(r) fan, retired, former "Senior Expert" at CSEM SA (CH)
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Posted: 1 decade ago 23 déc. 2011, 04:01 UTC−5
Hi

you will only get defaqult continuity on internal boundaries for the same physics, when you mix several physics on some but not all boundaries, the handling of internal/external bondaries can become cumbersome, then working in assembly and or union, and cleverly grouping your domins with an explicit geoemtrical union might help.

But also I strongly recommend to use a newer version, v4.0 was the first issue ofter a major change everythng was not ironed out. I would say from 4.2 his is the case ,we have now a more advanced tool than th older 3.5a

--
Good luck
Ivar
Hi you will only get defaqult continuity on internal boundaries for the same physics, when you mix several physics on some but not all boundaries, the handling of internal/external bondaries can become cumbersome, then working in assembly and or union, and cleverly grouping your domins with an explicit geoemtrical union might help. But also I strongly recommend to use a newer version, v4.0 was the first issue ofter a major change everythng was not ironed out. I would say from 4.2 his is the case ,we have now a more advanced tool than th older 3.5a -- Good luck Ivar

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