Computational Cam clay plasticity using second-order cone programming
critical state soil mechanics
plasticity
Cam clay
second-order cone programming
0211 other engineering and technologies
02 engineering and technology
0101 mathematics
optimization
01 natural sciences
mathematical programming
DOI:
10.1016/j.cma.2011.11.006
Publication Date:
2011-11-23T19:07:24Z
AUTHORS (2)
ABSTRACT
Abstract A new numerical scheme for critical state elastoplasticity is presented and detailed with special reference to the modified Cam clay model. The scheme is based on an incremental variational formulation whose discrete approximation gives rise to a second-order cone program that is solved using a newly developed algorithm. A number of examples demonstrating the capabilities of the new scheme are given.
SUPPLEMENTAL MATERIAL
Coming soon ....
REFERENCES (42)
CITATIONS (67)
EXTERNAL LINKS
PlumX Metrics
RECOMMENDATIONS
FAIR ASSESSMENT
Coming soon ....
JUPYTER LAB
Coming soon ....