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free finite prescribed displacement

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George Rosala

George Rosala

January 16, 2012 10:43pm UTC

free finite prescribed displacement

Evening everyone,

Is there a way of modelling a finite free displacement along a direction, as in the case of components attached via bolts with axial clearance?

For example, to allow a max 0.001m free displacement in the "x" direction I've tried to apply a prescribed displacement u0 of 0.001*(u>=0.001) but it appears not to work.

Many thanks for any suggestion.
George

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Ivar Kjelberg

Ivar Kjelberg
Moderator

January 16, 2012 11:06pm UTC in response to George Rosala

Re: free finite prescribed displacement

Hi

in structural, by default in geometry "union" mode you have continuity between two adjacent domains, sharing a common boundary. So if you displace one domain, the other will follow as if it was "glued".

You need either to tweak the default continuity conditions/equations along the desired axis, or define a geometry "assembly" mode = dedoubling the boundary and define contact "pair" and sliding boundary conditions

check the doc

--
Good luck
Ivar

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George Rosala

George Rosala

January 17, 2012 8:56am UTC in response to Ivar Kjelberg

Re: free finite prescribed displacement

Hi Ivar,

The point is, I'm trying to avoid modelling with contact; so I didn't model the bolts, I would just like to model their effect on my component.

The component should deform freely until the axial clearance (gap) in the bolts closes, and than be held fixed in that direction. Any thoughts?

Thanks,
George

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Ivar Kjelberg

Ivar Kjelberg
Moderator

January 17, 2012 9:23am UTC in response to George Rosala

Re: free finite prescribed displacement

Hi

you could try a non linear spring, but in some sense that is a "contact" model ;)

--
Good luck
Ivar

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George Rosala

George Rosala

January 17, 2012 10:24am UTC in response to Ivar Kjelberg

Re: free finite prescribed displacement

Ivar,

Is there a non-linear spring capability in Comsol? Where?

George

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Ivar Kjelberg

Ivar Kjelberg
Moderator

January 17, 2012 10:51am UTC in response to George Rosala

Re: free finite prescribed displacement

Hi

not directly but you must play with either "thin elastic pairs" or a combination of "spring foundations" (the latter attaches a spring to a fixed frame, the former between two domains or via "pairs". Some equation tweaking is required. You can also implement this fully by your own as weak constraints. The non linearity is depending on the spring constant values (expressions) you use.

it's worth to study the doc on the two contact implementations as these are very close to the special spring case

--
Good luck
Ivar

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