User contributions for Ucsdsoil
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7 August 2012
- 20:1220:12, 7 August 2012 diff hist +1 UpdateMaterialStage No edit summary
- 20:1120:11, 7 August 2012 diff hist −17 UpdateMaterialStage No edit summary
- 20:1120:11, 7 August 2012 diff hist +2,016 N UpdateMaterialStage Created page with '{{SoilEleModelsUserManualMenu}} This command is used to update a '''PressureDependMultiYield''', '''PressureDependMultiYield02''', '''PressureIndependMultiYield''', or '''FluidS...'
- 18:4718:47, 7 August 2012 diff hist 0 N File:PreDep sinPhi.png No edit summary current
- 18:4518:45, 7 August 2012 diff hist 0 N File:PreDep TauStrength.png No edit summary current
- 18:4518:45, 7 August 2012 diff hist 0 N File:PreDep Tau.png No edit summary current
- 18:4518:45, 7 August 2012 diff hist 0 N File:PreDep octTau.png No edit summary current
- 18:4418:44, 7 August 2012 diff hist 0 N File:PreDep octTauStrength.png No edit summary current
- 18:4318:43, 7 August 2012 diff hist 0 N File:PreDep pressDepCoe.png No edit summary current
- 18:4318:43, 7 August 2012 diff hist 0 N File:PreDep OctGamma.png No edit summary current
- 18:4218:42, 7 August 2012 diff hist 0 N File:PreDep ss.png No edit summary current
- 18:4018:40, 7 August 2012 diff hist +23 PressureDependMultiYield Material No edit summary
- 18:3918:39, 7 August 2012 diff hist −7 Soil Models References No edit summary current
- 18:3918:39, 7 August 2012 diff hist +1,623 N Soil Models References Created page with 'Elgamal, A., Lai, T., Yang, Z. and He, L. (2001). "Dynamic Soil Properties, Seismic Downhole Arrays and Applications in Practice," State-of-the-art paper, Proc., 4th Intl. Conf. ...'
- 18:1818:18, 7 August 2012 diff hist −27 PressureDependMultiYield Material No edit summary
- 18:1618:16, 7 August 2012 diff hist +32 PressureDependMultiYield Material No edit summary
- 17:5117:51, 7 August 2012 diff hist 0 N File:Elem20 8.png No edit summary current
- 17:5017:50, 7 August 2012 diff hist +3,677 N Twenty Eight Node Brick u-p Element Created page with '{{CommandManualMenu}} '''Twenty_Eight_Node_BrickUP''' is a 20-node hexahedral isoparametric element. The eight corner nodes have 4 degrees-of-freedom (DOF) each: DOFs 1 to 3 f...'
- 17:4817:48, 7 August 2012 diff hist 0 N File:Elem9 4QuadUp.png No edit summary current
- 17:3317:33, 7 August 2012 diff hist +3,895 N Nine Four Node Quad u-p Element Created page with '{{CommandManualMenu}} '''Nine_Four_Node_QuadUP''' is a 9-node quadrilateral plane-strain element. The four corner nodes have 3 degrees-of-freedom (DOF) each: DOF 1 and 2 for so...'
- 17:2317:23, 7 August 2012 diff hist +352 BbarBrick u-p Element No edit summary
- 17:2317:23, 7 August 2012 diff hist −1 Four Node Quad u-p Element No edit summary
- 17:2217:22, 7 August 2012 diff hist +3,311 N BbarBrick u-p Element Created page with '{{SoilEleModelsUserManualMenu}} '''bbarBrickUP''' is a 8-node mixed volume/pressure element, which uses a tri-linear isoparametric formulation. Each node has 4 degrees-of-freed...'
- 17:2117:21, 7 August 2012 diff hist +369 BbarQuad u-p Element No edit summary
- 17:1617:16, 7 August 2012 diff hist +369 Brick u-p Element No edit summary
- 17:1417:14, 7 August 2012 diff hist +1 Brick u-p Element No edit summary
- 17:1317:13, 7 August 2012 diff hist −50 Brick u-p Element No edit summary
- 17:1017:10, 7 August 2012 diff hist +1,655 Brick u-p Element No edit summary
- 17:0317:03, 7 August 2012 diff hist +1 Four Node Quad u-p Element No edit summary
- 17:0217:02, 7 August 2012 diff hist +336 Four Node Quad u-p Element No edit summary
- 17:0117:01, 7 August 2012 diff hist +39 Four Node Quad u-p Element No edit summary
- 16:5716:57, 7 August 2012 diff hist +34 Four Node Quad u-p Element No edit summary
- 16:5616:56, 7 August 2012 diff hist −2 BbarQuad u-p Element No edit summary
- 16:5616:56, 7 August 2012 diff hist +36 BbarQuad u-p Element No edit summary
- 16:5216:52, 7 August 2012 diff hist +4,279 N BbarQuad u-p Element Created page with '{{CommandManualMenu}} '''bbarQuadUP''' is a four-node plane-strain mixed volume/pressure element, which uses a tri-linear isoparametric formulation. This element is implemented...'
- 16:4916:49, 7 August 2012 diff hist +23 Four Node Quad u-p Element No edit summary
- 16:4716:47, 7 August 2012 diff hist +10 Element Command No edit summary
- 16:4616:46, 7 August 2012 diff hist +40 N Quad u-p Element moved Quad u-p Element to Four Node Quad u-p Element current
- 16:4616:46, 7 August 2012 diff hist 0 m Four Node Quad u-p Element moved Quad u-p Element to Four Node Quad u-p Element
- 16:4516:45, 7 August 2012 diff hist −10 Element Command Undo revision 9610 by Ucsdsoil (talk)
- 16:4016:40, 7 August 2012 diff hist +1 Element Command No edit summary
- 16:3916:39, 7 August 2012 diff hist +9 Element Command No edit summary
6 August 2012
- 19:1919:19, 6 August 2012 diff hist +4,213 N Four Node Quad u-p Element 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...'
- 19:1919:19, 6 August 2012 diff hist −64 Element Command No edit summary
- 19:1619:16, 6 August 2012 diff hist +9,078 N PressureIndependMultiYield Material Created page with ''''PressureIndependMultiYield''' material is an elastic-plastic material in which plasticity exhibits only in the deviatoric stress-strain response. The volumetric stress-strain ...'
- 19:1519:15, 6 August 2012 diff hist +4,369 N PressureDependMultiYield02 Material Created page with ''''PressureDependMultiYield02''' material is modified from '''PressureDependMultiYield''' material, with: # additional parameters ($contrac3 and $dilat3) to account for Kσ...'
- 19:1319:13, 6 August 2012 diff hist +13,297 N PressureDependMultiYield Material Created page with ''''PressureDependMultiYield''' material is an elastic-plastic material for simulating the essential response characteristics of pressure sensitive soil materials under general lo...'
- 19:1219:12, 6 August 2012 diff hist +2,765 N FluidSolidPorousMaterial Created page with ''''FluidSolidPorousMaterial''' couples the responses of two phases: fluid and solid. The fluid phase response is only volumetric and linear elastic. The solid phase can be any ND...'
- 19:1219:12, 6 August 2012 diff hist −190 NDMaterial Command No edit summary
- 19:1119:11, 6 August 2012 diff hist −66 NDMaterial Command No edit summary