Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Inconsistent boundary/shape factor

Status
Not open for further replies.

DRW75

Structural
Oct 14, 2004
89
Hey folks.

Question: - can you (mathematically) have a second order shell element (say created by 8 node quadrilateral - serendipity element) which also has one edge also defined with two 1st order beam elements - one extending from a corner to the mid-node, and the other extending from the mid-node to the other corner node - SEE SKETCH BELOW.

I know that the shape function along the shell edge is a parabolic function, whilst the shape functions along the same beam side are two linear function - but will this non-compatibility result in serious math/convergence problems? Or will it simply introduce slight discontinuities between results on the elements.

I've tried to sketch the geometric formulation below:
o?.?o
? ?|
. .
? ?|
o?.?o

where o is a primary corner node,
. is an intermediate node
and | represents a beam elements connecting a node to an intermediate node.
and ? or ? represent the edges of the serendipity element

thanks

DRW
 
Replies continue below

Recommended for you

just noticed that the ASCII characters that I had used didnt come out too good... but hopefully u get the picture.


DRW
 
you can do this, particularly if you're aware that it is bad practice.

i'd suggest that you run a simple patch test and look at the results for endload, shear, and bending. looking at the results should let you know how sensitive this is to certain types of loading
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor