Four Node Quad u-p Element: Difference between revisions
(Created page with ''''FourNodeQuadUP''' is a four-node plane-strain element using bilinear isoparametric formulation. This element is implemented for simulating dynamic response of solid-fluid ful...') |
m (moved Quad u-p Element to Four Node Quad u-p Element) |
(No difference)
|
Revision as of 16:46, 7 August 2012
FourNodeQuadUP is a four-node plane-strain element using bilinear isoparametric formulation. This element is implemented for simulating dynamic response of solid-fluid fully coupled material, based on Biot's theory of porous medium. Each element node has 3 degrees-of-freedom (DOF): DOF 1 and 2 for solid displacement (u) and DOF 3 for fluid pressure (p).
Please click here for examples.
OUTPUT INTERFACE:
Pore pressure can be recorded at an element node using OpenSees Node Recorder:
recorder Node <-file $fileName> <-time> <-node ($nod1 $nod2 …)> -dof 3 vel
See OpenSees command manual (McKenna and Fenves 2001) for nodal displacement, velocity, or acceleration recorders.
The valid queries to a quadUP element when creating an ElementRecorder are 'force', 'stiffness', or 'material matNum matArg1 matArg2 ...', where matNum represents the material object at the corresponding integration point.
element quadUP $eleTag $iNode $jNode $kNode $lNode $thick $matTag $bulk $fmass $hPerm $vPerm <$b1=0 $b2=0 $t=0> |
$eleTag | A positive integer uniquely identifying the element among all elements |
$iNode, $jNode, $kNode, $lNode | Four element node (previously defined) numbers in counter-clockwise order around the element |
$thick | Element thickness |
$matTag | Tag of an NDMaterial object (previously defined) of which the element is composed |
$bulk | Combined undrained bulk modulus Bc relating changes in pore pressure and volumetric strain, may be approximated by:
Bc ≈ Bf/n where Bf is the bulk modulus of fluid phase (2.2x106 kPa (or 3.191x105 psi) for water), and n the initial porosity. |
$fmass | Fluid mass density |
$hPerm, $vPerm | Permeability coefficient in horizontal and vertical directions respectively. |
$b1, $b2 | Optional gravity acceleration components in horizontal and vertical directions respectively (defaults are 0.0) |
$t | Optional uniform element normal traction, positive in tension (default is 0.0) |
TYPICAL RANGE OF PERMEABILITY COEFFICIENT
Gravel | Sand | Silty Sand | Silt | Clay |
>1.0x10-1 cm/s (or 3.94x10-2 in/s) | 1.0x10-3 cm/s (or 3.94 x10-4 in/s) ~ 1.0x10-1 cm/s (or 3.94 x10-2 in/s) | 1.0x10-5 cm/s (or 3.94 x10-6 in/s) ~ 1.0x10-3 cm/s (or 3.94 x10-4 in/s) | 1.0x10-7 cm/s (or 3.94 x10-8 in/s) ~ 1.0x10-5 cm/s (or 3.94 x10-6 in/s) | <1.0x10-7 cm/s (or 3.94x10 -8 in/s) |