Abstract
In this paper, on the basis of the micropolar (Cosserat) continua approach, a constitutive model for simulation of granular material (e.g., sand) response in the elastoplastic range has been presented. Numerical analyses on strain localization in this type of material are carried out in the last part of this paper. The influence of the evolution of the internal length-scale micropolar parameters on the formation of strain localization is investigated.
| Original language | British English |
|---|---|
| Pages (from-to) | 272-280 |
| Number of pages | 9 |
| Journal | International Journal of Geomechanics |
| Volume | 12 |
| Issue number | 3 |
| DOIs | |
| State | Published - 4 Jun 2012 |
Keywords
- Desai Hierarchical model
- Implicit Euler integration algorithm
- Internal length scale
- Micropolar continuum
- Strain localization
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