Micromechanics of shear bands

In the past, we have developed a micromechanically-based constitutive model of a 2D, monodisperse granular assembly consisting of circular particles, in which the tangential displacements at particle–particle contacts were limited to microslip only i.e. particles do not slide relative to each other. This constitutive law was later extended, using slightly more advanced contact laws, to include sliding contacts, along with the potential for loss of contacts. Furthermore, through these contact laws, evolution of the distribution of contact modes (non-sliding or microslip contacts, sliding contacts and loss of contacts), contact forces and the density of contact directions, can be determined as the deformation proceeds i.e. deformation-dependent anisotropies. In this paper we apply this latter constitutive model to shear band formation in a bi-axial test. Using an initially isotropic sample, we demonstrate that the constitutive model can reproduce the various anisotropies that have been observed in experiments and simulations. Moreover, the predicted shear band properties (e.g. thickness, inclination, prolonged localisation, void ratio) show even better agreement with experimental observations than previously found using our past models. These results take on particular significance when one considers that, in contrast to the constitutive equations traditionally used for granular materials, the micromechanically-based constitutive model presented here contains a direct link to the physical and measurable properties of particles (e.g. particle–particle friction coefficient, particle stiffness coefficients) and so arguably contains no fitting parameters.

[1]  Gioacchino Viggiani,et al.  Use of Stereophotogrammetry to Analyze the Development of Shear Bands in Sand , 1995 .

[2]  Gaël Combe,et al.  Experimental micromechanical analysis of a 2D granular material: relation between structure evolution and loading path , 1997 .

[3]  N. P. Kruyt,et al.  Micromechanical study of critical state in granular materials , 2003 .

[4]  M. Oda,et al.  Micro-Deformation Mechanism of Shear Banding Process Based on Modified Distinct Element Method , 1999 .

[5]  Jean-Pierre Bardet,et al.  A numerical investigation of the structure of persistent shear bands in granular media , 1991 .

[6]  J. G. Simmonds,et al.  The strain energy density of rubber-like shells , 1985 .

[7]  Nicolaas P. Kruyt,et al.  Statistics of forces and relative displacements at contacts in biaxial deformation of granular materials , 2003 .

[8]  Antoinette Tordesillas,et al.  A thermomechanical approach to the development of micropolar constitutive models of granular media , 2004 .

[9]  I. Vardoulakis,et al.  Bifurcation Analysis in Geomechanics , 1995 .

[10]  Katalin Bagi,et al.  Stress and strain in granular assemblies , 1996 .

[11]  Jean-Pierre Bardet,et al.  Shear‐Band Analysis in Idealized Granular Material , 1992 .

[12]  Bernard Cambou,et al.  Specific features of strain in granular materials , 2000 .

[13]  E. Bauer,et al.  Polar extension of a hypoplastic model for granular materials with shear localization , 2002 .

[14]  F. Sidoroff,et al.  Contact force distribution in granular media , 1993 .

[15]  Richard J. Bathurst,et al.  Influence of particle eccentricity on micromechanical behavior of granular materials , 1993 .

[16]  I. Vardoulakis,et al.  The thickness of shear bands in granular materials , 1987 .

[17]  J. Bardet,et al.  The asymmetry of stress in granular media , 2001 .

[18]  K. C. Valanis,et al.  A gradient theory of internal variables , 1996 .

[19]  S. Walsh,et al.  Stranger than friction: Micromechanics of granular media , 2002 .

[20]  Ching S. Chang,et al.  A micromechanical-based micropolar theory for deformation of granular solids , 1991 .

[21]  Masanobu Oda,et al.  Experimental micromechanical evaluation of strength of granular materials: Effects of particle rolling , 1982 .

[22]  A. Tordesillas,et al.  Incorporating rolling resistance and contact anisotropy in micromechanical models of granular media , 2002 .

[23]  J. Peters,et al.  Insights into 1D localisation theory and micromechanical constitutive laws , 2004 .

[24]  M. Oda,et al.  Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils , 1998 .

[25]  Einar L. Hinrichsen,et al.  Random packing of disks in two dimensions , 1990 .

[26]  Antoinette Tordesillas,et al.  Shear band evolution and accumulated microstructural development in Cosserat media , 2004 .