A novel three-dimensional contact model for granulates incorporating rolling and twisting resistances

Abstract This paper presents a new three-dimensional (3D) contact model incorporating rolling and twisting resistances at inter-particle contact, which can be introduced into the discrete element method (DEM) to simulate the mechanical behavior of particulates. In this model, two spheres were assumed to physically interact over a circular contact area, where an infinite number of normal spring-dashpot-divider elements and tangential spring-dashpot-slider elements were continuously distributed. The model consists of four interactions, in normal/tangential/rolling/twisting direction, with physically-based stiffness, peak resistance and damping coefficient in each direction. The two main features of the model are that (1) the contact behavior was physically derived and (2) only two additional parameters, shape parameter β (linking the contact area radius and particle size) and local crushing parameter ζ c (describing local contact crushing resistance) were introduced when compared with the standard 3D DEM. The new model was implemented into the 3D DEM code and used to simulate conventional triaxial and plane-strain compression (CTC and PSC) tests to examine its ability to capture the quasi-static behavior of sands. The numerical results show that the strength of the DEM material obtained in CTC tests increases with the parameter β and is within the experimentally observed typical strength range of sand (30–40°). Rolling and twisting resistances can lead to increased dilation in volume. Consistent with previous studies, the high level of out-of-plane confinement observed in the PSC tests can greatly increase the strength and produce a strain-softening response. A unique critical state line (CSL) was identified in the CTC tests, where the intercept and slope on the e –lg p plane increased with β . Comparison with previous experimental data confirms that the shape parameter β can be well correlated to a statistical measure of real particle shape. The new model is also compared with previous DEM models.

[1]  A. A. Mirghasemi,et al.  Influence of particle shape on engineering properties of assemblies of two-dimensional polygon-shaped particles , 2002 .

[2]  Gilles Saussine,et al.  Penetration test in coarse granular material using Contact Dynamics Method , 2014 .

[3]  T. Matsushima,et al.  Simple shear simulation of 3D irregularly-shaped particles by image-based DEM , 2010 .

[4]  Hai-Sui Yu,et al.  Discrete element modelling of deep penetration in granular soils , 2006 .

[5]  Colin Thornton,et al.  Microscopic contact model of lunar regolith for high efficiency discrete element analyses , 2013 .

[6]  John-Paul Latham,et al.  3D dynamics of discrete element systems comprising irregular discrete elements—integration solution for finite rotations in 3D , 2003 .

[7]  Z. Mroz,et al.  Effect of grain roughness on strength, volume changes, elastic and dissipated energies during quasi-static homogeneous triaxial compression using DEM , 2012 .

[8]  Stein Sture,et al.  Strain Localization in Sand: Plane Strain versus Triaxial Compression , 2003 .

[9]  Hehua Zhu,et al.  Modeling shear behavior and strain localization in cemented sands by two-dimensional distinct element method analyses , 2011 .

[10]  Colin Webb,et al.  Experimental validation of polyhedral discrete element model , 2011 .

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

[12]  Serge Leroueil,et al.  An efficient technique for generating homogeneous specimens for DEM studies , 2003 .

[13]  John M. Ting,et al.  Effect of particle shape on the strength and deformation mechanisms of ellipse‐shaped granular assemblages , 1995 .

[14]  John-Paul Latham,et al.  A random method for simulating loose packs of angular particles using tetrahedra , 2001 .

[15]  D. H. Cornforth,et al.  SOME EXPERIMENTS ON THE INFLUENCE OF STRAIN CONDITIONS ON THE STRENGTH OF SAND , 1964 .

[16]  Philippe Gotteland,et al.  Influence of relative density on granular materials behavior: DEM simulations of triaxial tests , 2009 .

[17]  Peter Mora,et al.  Implementation of Particle-scale Rotation in the 3-D Lattice Solid Model , 2006 .

[18]  Runqiu Huang,et al.  DEM investigation of particle anti-rotation effects on the micromechanical response of granular materials , 2013 .

[19]  Wuming Yan,et al.  Fabric and the critical state of idealized granular assemblages subject to biaxial shear , 2013 .

[20]  T. Ng,et al.  A three-dimensional discrete element model using arrays of ellipsoids , 1997 .

[21]  Hai-Sui Yu,et al.  A novel discrete model for granular material incorporating rolling resistance , 2005 .

[22]  M. Gutierrez,et al.  Comprehensive study of the effects of rolling resistance on the stress–strain and strain localization behavior of granular materials , 2010 .

[23]  Jin Y. Ooi,et al.  Numerical investigation of progressive development of granular pile with spherical and non-spherical particles , 2009 .

[24]  Hb Seed,et al.  Plane-Strain Testing of Sand , 1981 .

[25]  F C Townsend,et al.  Laboratory Shear Strength of Soil , 1981 .

[26]  Chuangbing Zhou,et al.  Influence of Particle Shape on Behavior of Rockfill Using a Three-Dimensional Deformable DEM , 2013 .

[27]  Vinod K. Garga,et al.  ディスカッション The Steady State of Sandy Soils , 1997 .

[28]  Kristian Krabbenhoft,et al.  Three-dimensional granular contact dynamics with rolling resistance , 2013 .

[29]  José E. Andrade,et al.  Granular Element Method for Computational Particle Mechanics , 2012 .

[30]  Meinhard Kuna,et al.  Polyhedral particles for the discrete element method , 2013 .

[31]  Richard J. Bathurst,et al.  Micromechanical features of granular assemblies with planar elliptical particles , 1992 .

[32]  D. Ming Lunar sourcebook. A user's guide to the moon , 1992 .

[33]  C. Thornton NUMERICAL SIMULATIONS OF DEVIATORIC SHEAR DEFORMATION OF GRANULAR MEDIA , 2000 .

[34]  K. Alshibli,et al.  Characterizing Surface Roughness and Shape of Sands Using Digital Microscopy , 2004 .

[35]  Alsidqi Hasan,et al.  Discrete Element Modeling of Strength Properties of Johnson Space Center (JSC-1A) Lunar Regolith Simulant , 2010 .

[36]  Mingjing Jiang,et al.  Numerical analyses of braced excavation in granular grounds: continuum and discrete element approaches , 2013 .

[37]  S. Luding Cohesive, frictional powders: contact models for tension , 2008 .

[38]  Gye-Chun Cho,et al.  DETERMINATION OF CRITICAL STATE PARAMETERS IN SANDY SOILS - SIMPLE PROCEDURE , 2001 .

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

[40]  Guy T. Houlsby,et al.  Potential particles: a method for modelling non-circular particles in DEM , 2009 .

[41]  J. Santamarina,et al.  Closure of "Particle Shape Effects on Packing Density, Stiffness, and Strength: Natural and Crushed Sands" , 2006 .

[42]  P. Cundall,et al.  A bonded-particle model for rock , 2004 .

[43]  Guilhem Mollon,et al.  Generating realistic 3D sand particles using Fourier descriptors , 2013 .

[44]  Takashi Matsushima,et al.  Quantitative evaluation of the effect of irregularly shaped particles in sheared granular assemblies , 2011 .

[45]  Guy T. Houlsby,et al.  A new algorithm for contact detection between convex polygonal and polyhedral particles in the discrete element method , 2012 .

[46]  Harald Kruggel-Emden,et al.  Comparison of the multi-sphere and polyhedral approach to simulate non-spherical particles within the discrete element method: Influence on temporal force evolution for multiple contacts , 2011 .

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

[48]  Daniel Dias,et al.  Discrete element modelling of a granular platform supported by piles in soft soil – Validation on a small scale model test and comparison to a numerical analysis in a continuum , 2009 .

[49]  Jacek Tejchman,et al.  Numerical simulations of sand behaviour using DEM with two different descriptions of grain roughness , 2011 .

[50]  Rimantas Kačianauskas,et al.  Investigation of rice grain flow by multi-sphere particle model with rolling resistance , 2011 .

[51]  D. Pedroso,et al.  Molecular dynamics simulations of complex-shaped particles using Voronoi-based spheropolyhedra. , 2010, Physical review. E, Statistical, nonlinear, and soft matter physics.

[52]  A. Tordesillas,et al.  Effects of particle size distribution in a three-dimensional micropolar continuum model of granular media , 2006 .

[53]  C. A. Pearse Photometry and polarimetry of the moon and their relationship to physical properties of the lunar surface , 1963 .

[54]  Serge Leroueil,et al.  Insight into shear strength functions of unsaturated granulates by DEM analyses , 2004 .

[55]  Jian Fei Chen,et al.  Assessment of rolling resistance models in discrete element simulations , 2011 .

[56]  Hai-Sui Yu,et al.  Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses , 2006 .

[57]  F. Donze,et al.  A spherical discrete element model: calibration procedure and incremental response , 2009 .

[58]  Félix Darve,et al.  Numerical simulation of drained triaxial test using 3D discrete element modeling , 2009 .

[59]  Akira Murakami,et al.  Distinct element method analyses of idealized bonded-granulate cut slope , 2012, Granular Matter.

[60]  F. Radjai,et al.  Identification of rolling resistance as a shape parameter in sheared granular media. , 2011, Physical review. E, Statistical, nonlinear, and soft matter physics.