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shell length...

shell length...

shell length...

(OP)
Hi,
I know about thin shell theory (caracteristic length of th part must be > to at least 10 times the thickness...)
OK...
But, the elements are limited in size ... if you mesh with element shell size of 0.1 a shell part with 2.0 you have a bad ratio between element length and thickness NO ?
Is there some articles or documentation about that ?
Thx

Caviac
Replies continue below

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RE: shell length...

That I know of there is no theoretical limit on element size relative to the thickness, either large or small. However there are discretization considerations:
 - the elements should be small enough to capture the   
   distribution of the thing you are examining.
 - however, there is no point in going too small.
In general the rule that I have used is that an element need be no smaller than 2xthickness. It will depend on what you are examining though.

TERRY

RE: shell length...

I really dont know. Should the aspect ratio with reosect to thickness matter at all. i belive the formulation should take care of thickness wise variation.

RE: shell length...

The rule of thumb aspect ratio for thin shell theory has to do with the actual part being modeled not the elements.  You can decrease the size of the elements for refinement and, if they are thin shell formulated elements, the analyis wiill converge to thin shell theory.

RE: shell length...

caviac,

Governing equations are physically accurate *globally*, and for shell theory arguments two directions should much greater than the 3rd direction this is correct, e.g 10 times like you stated (note that many fea software solvers have thick element formulations which are quite accurate).

                  {F} = {K}{D}     GLOBAL MATRICES

Thees equations can also be written for individual elements, or "locally"

                   {f} = {k}{d}    LOCAL, ELEMENTS

But the key is the elements equations / matrices are then assembled into teh global matrices, and it is the global matrices that are solved / inverted. The element equations are only physically reasonable when assembled in into the GLOBAL equations. Governing equations applied only on an element and not assembleed into a global matrix, must also follow shell theory assumptions for them to be accurate.

Hope this Helps,

George



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