Hello,
What is the numbering order used by GiD for gauss points in standard
locations
in 2D quadrilateral elements ?
To give some background, I am using a program called NONSAP which
outputs gauss point stresses only for most of its material models. It
uses this convention for a 4 node element with node order I-J-K-L:
J I
•-----------•
| |
| 2 4 | 1,2,3,4 are the 2x2 gauss point locations
| |
| 1 3 |
| |
•-----------•
K L
The above produced strange results on GiD.
Using the order below seemed to produce better results visualising on
GiD for a test problem:
J I
•-----------•
| |
| 2 1 | 1,2,3,4 are the 2x2 gauss point locations
| |
| 3 4 |
| |
•-----------•
K L
So does GiD use this order, or is it something more complicated
altogether? Also how does GiD number the gauss points for a 3x3 scheme?
I can't find any info in the documentation on the number ordering issue.
Hopefully above diagrams are not messed up on transmission.
Regards
Dave Gardner
[ GiDlist ] Order of gauss points for 2D quad elements
Moderator: GiD Team