Latest revision as of 12:35, 20 July 2016

Abstract

Roughly speaking, granular media exhibit three basic scales: the specimen scale, the contact scale, and an intermediate scale made up of a set of adjoining particles. In this lecture, we will discuss this latter scale, in a two dimensional context. More specifically, the granular assembly can be regarded as a two phases medium. Grain column like patterns (force chains) develop within the medium, participating actively to its mechanical strength. These columns are surrounded by grain loops, made up of 3, 4, 5, or 6 grains (larger grain loops are much less frequent). According to the number of constituting grains, the mechanical properties of grain loops are very different. In particular, 6 grains loops are prone to deform, contributing locally to a change in the void ratio. On the contrary, 3 grains loops deform just a little, but resist quite well to a deviatoric stress. According to the initial porosity of the assembly, and depending upon the loading path considered, the nature of grain loops surrounding force chains is versatile, with continuous transition mainly from 3 grains loops to 6 grains loops (or vice versa). This is a new route to investigate from a microstructural point of view why a granular assembly may be destabilized, leading to a localized or diffuse failure pattern. In addition, these ingredients are shown to give rise to a microstructural interpretation of the socalled critical state, according to the failure mode taking place.

Recording of the presentation

General Information

• Location: Technical University of Catalonia (UPC), Barcelona, Spain.
• Date: 28 - 30 September 2015
• Secretariat: International Center for Numerical Methods in Engineering (CIMNE).

External Links

• Particles 2015 Official Website of the Conference.
• CIMNE Multimedia Channel

References

[1] Nicot, F., Sibille, L., Donzé, F., and Darve, F. (2007): From microscopic to macroscopic second-order works in granular assemblies. Mechanics of Materials, Vol. 39, Issue 7, pp. 664- 684

[2] Nicot, F., and Darve, F. (2007): Micro-mechanical bases of some salient constitutive features of granular materials. Int. J. of Solids and Structures, Vol. 44, pp. 7420–7443.

[3] Nicot, F., Sibille, L., and Darve, F. (2009): Bifurcation in granular materials: an attempt at a unified framework. Int. J. of Solids and Structures, Vol. 46, pp. 3938–3947.

[4] Nicot, F., Sibille, L., and Darve, F. (2012): Failure in rate-independent granular materials as a bifurcation toward a dynamic regime. Int. Journal of Plasticity, Vol. 29, pp. 136–154.

[5] Sibille, L., Hadda, N., Nicot, F., Tordesillas, A., and Darve, F. (2015): Granular plasticity, a contribution from discrete mechanics. J. Mechanics and Physics of Solids, Vol. 75, pp. 119–139.

[6] Tordesillas, A., Pucilowski, S., Sibille, L., Nicot, F., and Darve, F. (2012): Multiscale characterisation of diffuse granular failure, Philosophical Magazine, Vol. 92(36), pp. 4547-4587.