3.1.10.72. bbarQuadUP Element
This command constructs a four-node plane-strain quadrilateral element with the B-bar method to mitigate volumetric locking in coupled u-p analysis. Use with -ndm 2 -ndf 3.
- element bbarQuadUP $eleTag $iNode $jNode $kNode $lNode $thick $matTag $bulk $fmass $hPerm $vPerm <$b1 $b2 $t>
Argument |
Type |
Description |
|---|---|---|
$eleTag |
integer |
unique element tag |
$iNode $jNode $kNode $lNode |
integer |
four nodes in counter-clockwise order |
$thick |
float |
element thickness |
$matTag |
integer |
tag of a previously defined ND material |
$bulk |
float |
combined undrained bulk modulus |
$fmass |
float |
fluid mass density |
$hPerm $vPerm |
float |
permeability in horizontal and vertical directions |
$b1 $b2 |
float |
optional body-force components (default 0.0) |
$t |
float |
optional uniform normal traction (default 0.0) |
Note
For the standard formulation without B-bar see FourNodeQuadUP Element.
Example
Tcl Code
element bbarQuadUP 1 1 2 3 4 1.0 1 2.2e6 1000.0 1.0e-5 1.0e-5
Python Code
element('bbarQuadUP', 1, 1, 2, 3, 4, 1.0, 1, 2.2e6, 1000.0, 1.0e-5, 1.0e-5)
Code developed by: Zhaohui Yang, UC San Diego