A platform for research: civil engineering, architecture and urbanism
A Multiscale Investigation of Strain Localization in Cohesionless Sand
We develop a hybrid finite-discrete element method (FEM/DEM) multiscale framework to model strain localization in cohesionless sand. This framework takes advantage of a hierarchical solution structure based on the two numerical techniques, by modeling the material as a continuum at large using FEM and deriving the material point response of the FEM mesh from a DEM assembly attached to each integration point. In doing so, the phenomenological assumptions on the macroscopic constitutive law in conventional continuum modeling can be naturally bypassed. We demonstrate the predictive capability of the model by simulating a biaxial compression test on sand where strain localization is observed. The influences of different boundary conditions on the shear band pattern are examined.
A Multiscale Investigation of Strain Localization in Cohesionless Sand
We develop a hybrid finite-discrete element method (FEM/DEM) multiscale framework to model strain localization in cohesionless sand. This framework takes advantage of a hierarchical solution structure based on the two numerical techniques, by modeling the material as a continuum at large using FEM and deriving the material point response of the FEM mesh from a DEM assembly attached to each integration point. In doing so, the phenomenological assumptions on the macroscopic constitutive law in conventional continuum modeling can be naturally bypassed. We demonstrate the predictive capability of the model by simulating a biaxial compression test on sand where strain localization is observed. The influences of different boundary conditions on the shear band pattern are examined.
A Multiscale Investigation of Strain Localization in Cohesionless Sand
Springer Ser.Geomech.,Geoengineer.
Chau, Kam-Tim (editor) / Zhao, Jidong (editor) / Guo, Ning (author) / Zhao, Jidong (author)
International Workshop on Bifurcation and Degradation in Geomaterials ; 2014 ; Hong Kong, Hong Kong
Bifurcation and Degradation of Geomaterials in the New Millennium ; Chapter: 18 ; 121-126
2014-12-30
6 pages
Article/Chapter (Book)
Electronic Resource
English
Compaction of Sand - Cohesionless Soil
British Library Online Contents | 2000
|Sand Rain Apparatus for Large Cohesionless Models
British Library Conference Proceedings | 1996
|British Library Online Contents | 2013
|Effect of Strain Rate in Cohesionless Soil
British Library Conference Proceedings | 2002
|