A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
A Critical State Sand Model with Elastic-Plastic Coupling
Experimental studies have revealed that plastic strains change the elastic properties of granular soils. This observation is an elastic-plastic coupling phenomenon which is considered here through the dependence of a free energy function to a proper hardening parameter. It is shown that implementation of the resulted hyperelastic model in a critical state bounding surface plasticity platform leads to more reasonable simulations.
A Critical State Sand Model with Elastic-Plastic Coupling
Experimental studies have revealed that plastic strains change the elastic properties of granular soils. This observation is an elastic-plastic coupling phenomenon which is considered here through the dependence of a free energy function to a proper hardening parameter. It is shown that implementation of the resulted hyperelastic model in a critical state bounding surface plasticity platform leads to more reasonable simulations.
A Critical State Sand Model with Elastic-Plastic Coupling
Springer Ser.Geomech.,Geoengineer.
Yang, Qiang (editor) / Zhang, Jian-Min (editor) / Zheng, Hong (editor) / Yao, Yangping (editor) / Lashkari, Ali (author) / Golchin, Ali (author)
2013-01-01
8 pages
Article/Chapter (Book)
Electronic Resource
English
Structural Sand Dynamic Elastic-Plastic Deformation Time-Dimensional Model
| Tema Archive | 2012
Nor-Sand: a simple critical state model for sand.
| Online Contents | 1993
Nor-Sand: a simple critical state model for sand.
| Online Contents | 1993
Nor-Sand: a simple critical state model for sand
| British Library Online Contents | 1993
A Practical Saturated Sand Elastic-Plastic Dynamic Constitutive Model and Application
| Trans Tech Publications | 2012