Shear bands in dense metallic granular materials

In this paper, the phenomenon of strain localization, i.e., shear banding, in densely distributed metallic assemblies has been studied. A discrete element methodology for analyzing metallic granular materials has been put forward. In this numerical model, elastoplastic contact, as well as friction, rolling resistance and cohesion between spheres, are explicitly taken into account. The calculations reveal that the shear banding mechanism in dense assemblies can be thought as an instability triggered by initial imperfections. Within a band, the motion, deformation and rearrangement of spheres soften the resistance of the aggregate, as these mechanisms create additional geometric imperfections. Additionally, the simulations showed that the shear-band width does not change conclusively with the friction, rolling resistance and plasticity parameters. However, cohesive strength, even in small amounts, drastically increased the shear-band width. Finally, the shear-band thickness and inclination angles are strongly dependent on the degree of initial imperfection. Whereas for a perfect assembly the shear band inclinations were consistently around 60degrees, more heterogeneous assemblies lead to shear band angles closer to the continuum mechanics solution, which is 45degrees. This was found to be in agreement with recent experimental observations. (C) 2003 Elsevier Ltd. All rights reserved.

[1]  K. T. Ramesh,et al.  Effects of nanocrystalline and ultrafine grain sizes on constitutive behavior and shear bands in iron , 2003 .

[2]  P. Cundall A computer model for simulating progressive, large-scale movements in blocky rock systems , 1971 .

[3]  Joshua R. Smith,et al.  Universal binding energy curves for metals and bimetallic interfaces , 1981 .

[4]  Paul R. Heyliger,et al.  Cold plastic compaction of powders by a network model , 2001 .

[5]  Liqun Liang,et al.  The use of digital image processing in monitoring shear band development , 1997 .

[6]  R. O'Connor,et al.  A distributed discrete element modeling environment: algorithms, implementation and applications , 1996 .

[7]  Roland W. Lewis,et al.  Powder compaction modelling via the discrete and finite element method , 2000 .

[8]  Richard J. Bathurst,et al.  Observations on stress-force-fabric relationships in idealized granular materials , 1990 .

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

[10]  Norman A. Fleck,et al.  THE COMPACTION OF A RANDOM DISTRIBUTION OF METAL CYLINDERS BY THE DISCRETE ELEMENT METHOD , 2001 .

[11]  Jonathan D. Bray,et al.  Modeling of Particulate Media Using Discontinuous Deformation Analysis , 1995 .

[12]  Norman A. Fleck,et al.  On the cold compaction of powders , 1995 .

[13]  Analysis of shear band instabilities in sintered metals , 1999 .

[14]  Stephen C. Cowin,et al.  Initial planar deformation of dilatant granular materials , 1978 .

[15]  P. Cundall,et al.  A discrete numerical model for granular assemblies , 1979 .

[16]  Masanobu Oda,et al.  Study on couple stress and shear band development in granular media based on numerical simulation analyses , 2000 .

[17]  Gioacchino Viggiani,et al.  Strain Localization and Undrained Steady State of Sand , 1996 .

[18]  C. Thornton,et al.  Applications of Theoretical Contact Mechanics to Solid Particle System Simulation , 1988 .

[19]  John R. Rice,et al.  On the Stability of Dilatant Hardening for Saturated Rock Masses , 1975 .

[20]  E. Bauer Analysis of shear band bifurcation with a hypoplastic model for a pressure and density sensitive granular material , 1999 .

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

[22]  Richard J. Finno,et al.  Digital Image Correlation to Evaluate Shear Banding in Dilative Sands , 2004 .

[23]  M. Zhou,et al.  Finite element analysis of micromechanical failure modes in a heterogeneous ceramic material system , 2000 .

[24]  Michael A. Mooney,et al.  A Unique Critical State for Sand , 1998 .

[25]  Michael Ortiz,et al.  Microcrack coalescence and macroscopic crack growth initiation in brittle solids , 1988 .

[26]  M. Oda,et al.  Rolling Resistance at Contacts in Simulation of Shear Band Development by DEM , 1998 .

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

[28]  Masanobu Oda,et al.  Effects of induced anisotropy on the development of shear bands in granular materials , 1998 .

[29]  Lallit Anand,et al.  Granular materials: constitutive equations and strain localization , 2000 .