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Original Articles

Force chain buckling, unjamming transitions and shear banding in dense granular assemblies

Pages 4987-5016 | Received 06 Apr 2007, Accepted 10 Jul 2007, Published online: 09 Oct 2007
 

Abstract

Force chain buckling, leading to unjamming and shear banding, is examined quantitatively via a discrete element analysis of a two-dimensional, densely-packed, cohesionless granular assembly subject to quasistatic, boundary-driven biaxial compression. A range of properties associated with the confined buckling of force chains has been established, including: degree of buckling, buckling modes, spatial and strain evolution distributions, and relative contributions to non-affine deformation, dilatation and decrease in macroscopic shear strength and potential energy. Consecutive cycles of unjamming–jamming events, akin to slip–stick events arising in other granular systems, characterize the strain-softening regime and the shear band evolution. Peaks in the dissipation rate, kinetic energy and local non-affine strain are strongly correlated: the largest peaks coincide with each unjamming event that is evident in the concurrent drops in the macroscopic shear stress and potential energy. Unjamming nucleates from the buckling of a few force chains within a small region inside the band. A specific mode of force chain buckling, prevalent in and confined to the shear band, leads to above-average levels of local non-affine strain and release of potential energy during unjamming. Ongoing studies of this and other buckling modes from a structural stability standpoint serve as the basis for the formulation of internal variables and associated evolution laws, central to the development of thermomicromechanical constitutive theory for granular materials.

Acknowledgements

The author is grateful to a reviewer whose suggestions have significantly improved this paper. The author thanks: Ms Maya Muthuswamy and Mr David Rafferty for assistance in the preparation of this paper; Dr Jingyu Shi for proof-reading, and Dr John Peters for providing the DEM code used in the simulations as well as the many individuals who have helped developed the code. This study was supported by the Australian Research Council through a Discovery grant (DPO558808).

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