elem
¶
Element connectivity data. These data are usually created by a mesh generation program, then cut and copied into the input file or a separate geometry data input file.
Note
elem
is required if macro fdm
is not used.
- Group 1 -
NS
,NEI
- Group 2 -
MB
,NELM (1)
,NELM (2)
, …,NELM (NS)
If \(NS < 0\) then \(ABS(NS)\) is interpreted as the number of nodes per element. \(NS < 0\) signals the code to make rectangles (or bricks in three dimensions) a sum of triangles (or tetrahedrals). This provides more stability in nonlinear problems with a distorted mesh. See Elements available with FEHM in 2-D and 3-D problems showing nodal numbering convention. shows available element types and the nodal numbering convention. To end the control section a blank line is entered.
Input Variable | Format | Description |
NS |
integer | Number of nodes per element. |
NEI |
integer | Number of elements |
MB |
integer | Element number. If MB < 0 then the difference between the absolute value of MB and the previous absolute value of MB is used to generate intermediate values by interpolation in the code. |
NELM (1) |
integer | First node of element MB |
NELM (2) |
integer | Second node of element MB |
… | ||
NELM (NS) |
integer | Last node of element MB |
The following is an example of elem. In this example there are 4 nodes per element, i.e., the elements are 2-dimensional quadrilaterals. There are a total of 117 elements in the model, element number 1 is defined by nodes 15, 16, 2, and 1, element number 2 is defined by nodes 16, 17, 3 and2, and so on.
elem | ||||
4 | 117 | |||
1 | 15 | 16 | 2 | 1 |
2 | 16 | 17 | 3 | 2 |
. | . | . | . | . |
. | . | . | . | . |
. | . | . | . | . |
10 | 24 | 25 | 11 | 10 |
11 | 25 | 26 | 12 | 11 |
12 | 26 | 27 | 13 | 12 |
. | . | . | . | . |
. | . | . | . | . |
. | . | . | . | . |
116 | 138 | 139 | 125 | 124 |
117 | 139 | 140 | 126 | 125 |
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