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FourNodeQuadUP

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 visit http://cyclic.ucsd.edu/opensees 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:

where Bf is the bulk modulus of fluid phase (2.2x106 kPa for water), and n the initial porosity.

$fmass

Fluid mass density

$hPerm

Permeability coefficient in horizontal direction

$vPerm

Permeability coefficient in vertical direction

$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 (cm/s)

Gravel

Sand

Silty Sand

Silt

Clay

>1.0x10-1

1.0x10-3 ~ 1.0x10-1

1.0x10-5 ~ 1.0x10-3

1.0x10-7 ~ 1.0x10-5

<1.0x10-7

See Also

Soil Models and Solid-Fluid Fully Coupled Elements

PressureDependMultiYield

PressureDependMultiYield02

PressureIndependMultiYield

updateMaterialStage

updateParameter

FluidSolidPorousMaterial

Nine_Four_Node_QuadUP

BrickUP

Twenty_Eight_Node_BrickUP