Bounding Cam Clay: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
Line 33: | Line 33: | ||
---- | ---- | ||
Code Developed by Chris McGann & [http://www.ce.washington.edu/people/faculty/faculty.php?id=2 Pedro Arduino], at the University of Washington | |||
---- | |||
==Notes== | |||
===Usage Examples=== | |||
---- | ---- | ||
===References=== | |||
Borja, R.I., Lin, C.-H., and Montans, F.J. (2001) 'Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function' ''Computer Methods in Applied Mechanics and Engineering.'' 190(26), 3293-3323, doi: 10.1016/S0045-7825(00)00301-7. | Borja, R.I., Lin, C.-H., and Montans, F.J. (2001) 'Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function' ''Computer Methods in Applied Mechanics and Engineering.'' 190(26), 3293-3323, doi: 10.1016/S0045-7825(00)00301-7. | ||
Line 45: | Line 49: | ||
---- | ---- | ||
==Theory== | |||
<math> x = y </math> | |||
==Example Analysis== | ==Example Analysis== | ||
<source lang="tcl"> | |||
</source> |
Revision as of 09:42, 23 May 2016
- Command_Manual
- Tcl Commands
- Modeling_Commands
- model
- uniaxialMaterial
- ndMaterial
- frictionModel
- section
- geometricTransf
- element
- node
- sp commands
- mp commands
- timeSeries
- pattern
- mass
- block commands
- region
- rayleigh
- Analysis Commands
- Output Commands
- Misc Commands
- DataBase Commands
This command is used to construct a multi-dimensional bounding surface Cam Clay material object after Borja et al. (2001).
nDMaterial BoundingCamClay $matTag $massDensity $C $bulkMod $OCR $mu_o $alpha $lambda $h $m |
$matTag | integer tag identifying material |
$massDensity | mass density |
$C | ellipsoidal axis ratio |
$bulkMod | initial bulk modulus |
$OCR | overconsolidation ratio |
$mu_o | elastic shear modulus |
$alpha | pressure-dependent parameter |
$lambda | soil compressibility index for virgin loading |
$h | hardening parameter |
$m | hardening parameter |
The material formulations for the BoundingCamClay object are "ThreeDimensional" and "PlaneStrain"
Code Developed by Chris McGann & Pedro Arduino, at the University of Washington
Notes
Usage Examples
References
Borja, R.I., Lin, C.-H., and Montans, F.J. (2001) 'Cam-Clay plasticity, Part IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function' Computer Methods in Applied Mechanics and Engineering. 190(26), 3293-3323, doi: 10.1016/S0045-7825(00)00301-7.
Theory
<math> x = y </math>