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
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
RE: shell length...
- 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...
RE: shell length...
RE: shell length...
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