SSPbrickUP Element: Difference between revisions

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|  '''$void''' || voids ratio
|  '''$void''' || voids ratio
|-
|-
|  '''$alpha''' || spatial pressure field stabilization parameter (see notes below for more information)
|  '''$alpha''' || spatial pressure field stabilization parameter (see discussion below for more information)
|-
|-
|  '''$b1 $b2 $b3''' || constant body forces in global x-, y-, and z-directions, respectively (optional, default = 0.0)
|  '''$b1 $b2 $b3''' || constant body forces in global x-, y-, and z-directions, respectively (optional, default = 0.0) - '''See Note 3'''
|}
|}


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Equal-order interpolation is used for the displacement and pressure fields, thus, the SSPbrickUP element does not inherently pass the ''inf-sup'' condition, and is not fully acceptable in the incompressible-impermeable limit (the [[Brick u-p Element | brickUP Element]] has the same issue).  A stabilizing parameter is employed to permit the use of equal-order interpolation for the SSPbrickUP element.  This parameter '''$alpha''' can be computed as
Equal-order interpolation is used for the displacement and pressure fields, thus, the SSPbrickUP element does not inherently pass the ''inf-sup'' condition, and is not fully acceptable in the incompressible-impermeable limit (the [[Brick u-p Element | brickUP Element]] has the same issue).  A stabilizing parameter is employed to permit the use of equal-order interpolation for the SSPbrickUP element.  This parameter '''$alpha''' can be computed as


  alpha = 0.25*(h^2)/(den*c^2)
  alpha = h^2/(4*(Ks + (4/3)*Gs))


where '''h''' is the element size, '''c''' is the speed of elastic wave propagation in the solid phase, and '''den''' is the mass density of the solid phase.  The '''$alpha''' parameter should be a small number.  With a properly defined '''$alpha''' parameter, the SSPbrickUP element can produce comparable results to a higher-order element such as the [[Twenty Eight Node Brick u-p Element | 20_8_BrickUP Element]] at a significantly lower computational cost and with a greater ease in mesh generation.
where '''h''' is the element size, and '''Ks''' and '''Gs''' are the bulk and shear moduli for the solid phase.  The '''$alpha''' parameter should be a small number.  With a properly defined '''$alpha''' parameter, the SSPbrickUP element can produce comparable results to a higher-order element such as the [[Twenty Eight Node Brick u-p Element | 20_8_BrickUP Element]] at a significantly lower computational cost and with a greater ease in mesh generation.




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# The SSPbrickUP element will only work in dynamic analysis.
# The SSPbrickUP element will only work in dynamic analysis.
# For saturated soils, the mass density input into the associated nDMaterial object should be the saturated mass density.   
# For saturated soils, the mass density input into the associated nDMaterial object should be the saturated mass density.   
# The body forces input into the SSPbrickUP element should be the components of the gravitational vector, not the unit weight.  
# When modeling soil, the body forces input into the SSPbrickUP element should be the components of the gravitational vector, not the unit weight.  
# Fixing the pore pressure degree-of-freedom (dof 4) at a node is a drainage boundary condition at which zero pore pressure will be maintained throughout the analysis.  Leaving the fourth dof free allows pore pressures to build at that node.
# Fixing the pore pressure degree-of-freedom (dof 4) at a node is a drainage boundary condition at which zero pore pressure will be maintained throughout the analysis.  Leaving the fourth dof free allows pore pressures to build at that node.
# Valid queries to the SSPbrickUP element when creating an ElementalRecorder object correspond to those for the nDMaterial object assigned to the element (e.g., 'stress', 'strain').  Material response is recorded at the single integration point located in the center of the element.   
# Valid queries to the SSPbrickUP element when creating an ElementalRecorder object correspond to those for the nDMaterial object assigned to the element (e.g., 'stress', 'strain').  Material response is recorded at the single integration point located in the center of the element.   

Latest revision as of 22:04, 11 January 2017



This command is used to construct a SSPbrickUP element object.

element SSPbrickUP $eleTag $iNode $jNode $kNode $lNode $mNode $nNode $pNode $qNode $matTag $fBulk $fDen $k1 $k2 $k3 $void $alpha <$b1 $b2 $b3>


$eleTag unique integer tag identifying element object
$iNode $jNode $kNode $lNode $mNode $nNode $pNode $qNode the eight nodes defining the element, input in counterclockwise order (same node numbering scheme as for the brickUP Element) (-ndm 3 -ndf 4)
$matTag unique integer tag associated with previously-defined nDMaterial object
$fBulk bulk modulus of the pore fluid
$fDen mass density of the pore fluid
$k1 $k2 $k3 permeability coefficients in global x-, y-, and z-directions, respectively
$void voids ratio
$alpha spatial pressure field stabilization parameter (see discussion below for more information)
$b1 $b2 $b3 constant body forces in global x-, y-, and z-directions, respectively (optional, default = 0.0) - See Note 3



The SSPbrickUP element is an extension of the SSPbrick Element for use in dynamic 3D analysis of fluid saturated porous media. A mixed displacement-pressure (u-p) formulation is used, based upon the work of Biot as extended by Zienkiewicz and Shiomi (1984).

The physical stabilization necessary to allow for reduced integration incorporates an enhanced assumed strain field, resulting in an element which is free from volumetric and shear locking. The elimination of shear locking results in greater coarse mesh accuracy in bending dominated problems, and the elimination of volumetric locking improves accuracy in nearly-incompressible problems. Analysis times are generally faster than corresponding full integration elements.

Equal-order interpolation is used for the displacement and pressure fields, thus, the SSPbrickUP element does not inherently pass the inf-sup condition, and is not fully acceptable in the incompressible-impermeable limit (the brickUP Element has the same issue). A stabilizing parameter is employed to permit the use of equal-order interpolation for the SSPbrickUP element. This parameter $alpha can be computed as 

alpha = h^2/(4*(Ks + (4/3)*Gs))

where h is the element size, and Ks and Gs are the bulk and shear moduli for the solid phase. The $alpha parameter should be a small number. With a properly defined $alpha parameter, the SSPbrickUP element can produce comparable results to a higher-order element such as the 20_8_BrickUP Element at a significantly lower computational cost and with a greater ease in mesh generation.


NOTES:

  1. The SSPbrickUP element will only work in dynamic analysis.
  2. For saturated soils, the mass density input into the associated nDMaterial object should be the saturated mass density.
  3. When modeling soil, the body forces input into the SSPbrickUP element should be the components of the gravitational vector, not the unit weight.
  4. Fixing the pore pressure degree-of-freedom (dof 4) at a node is a drainage boundary condition at which zero pore pressure will be maintained throughout the analysis. Leaving the fourth dof free allows pore pressures to build at that node.
  5. Valid queries to the SSPbrickUP element when creating an ElementalRecorder object correspond to those for the nDMaterial object assigned to the element (e.g., 'stress', 'strain'). Material response is recorded at the single integration point located in the center of the element.
  6. The SSPbrickUP element was designed with intentions of duplicating the functionality of the brickUP Element. If an example is found where the SSPbrickUP element cannot do something that works for the brickUP Element, e.g., material updating, please contact the developers listed below so the bug can be fixed.

EXAMPLES:

SSPbrickUP element definition with element tag 1, nodes 1, 2, 3, 4, 5, 6, 7, and 8, material tag 1, bulk modulus of water (kPa), mass density of water (Mg/m^3), isotropic permeability of 1e-3, voids ratio of 0.7, alpha parameter of 6e-5, x- and y-directed body forces of zero, and z-directed body force of -9.81 

element SSPbrickUP 1  1 2 3 4 5 6 7 8  1 2.2e6 1.0 1.0e-3 1.0e-3 1.0e-3 0.7 6.0e-5 0.0 0.0 -9.81

Elemental recorders for stress and strain when using the SSPbrickUP element (note the difference from the brickUP Element) 

recorder Element -eleRange 1 $numElem -time -file stress.out  stress
recorder Element -eleRange 1 $numElem -time -file strain.out  strain

Pore pressure recorder for the SSPbrickUP element (pore pressure is the fourth degree-of-freedom) 

recorder Node -nodeRange 1 $numNode -time -file porePressure.out -dof 4 vel

REFERENCES:

Zienkiewicz, O.C. and Shiomi, T. (1984). "Dynamic behavior of saturated porous media; the generalized Biot formulation and its numerical solution." International Journal for Numerical Methods in Geomechanics, 8, 71-96.

Code Developed by: Chris McGann, Pedro Arduino, & Peter Mackenzie-Helnwein, at the University of Washington

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