Micromechanical modelling of oval particulates subjected to bi-axial compression

被引:28
作者
Antony, SJ
Momoh, RO
Kuhn, MR
机构
[1] Univ Leeds, Dept Chem Engn, Sch Proc Environm & Mat Engn, Leeds LS2 9JT, W Yorkshire, England
[2] Univ Portland, Dept Civil Engn, Portland, OR USA
关键词
micromechanics; shape effects; micro-macroscopic properties; particulate materials;
D O I
10.1016/j.commatsci.2003.12.007
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
One of the questions that still remain unanswered among researchers dealing with granular materials is how far the particle shape affects the micro-macroscopic features of granular assemblies under mechanical loading. The latest advances made with particle instrumentation allow us to capture realistic particle shapes and size distribution of powders to a fair degree of accuracy at different length scales. Industrial applications often require information on the micromechanical behaviour of granular assemblies having different particle shapes and varying surface characteristics, which still remains largely unanswered. Traditionally, simulations based on discrete element method (DEM) idealise the shape of individual particles as either circular or spherical. In the present investigation, we analyse the influence of particle shape on the shear deformation characteristics of two dimensional granular assemblies using DEM. We prepared the assemblies having nearly an identical initial packing fraction (dense), but with different basic shapes of the individual particles: (a) oval and (b) circular for comparison purposes. The granular assemblies were subjected to biaxial compression test. We present the evolution of macroscopic strength parameters and microscopic structural/topological parameters during mechanical loading. We show that the micromechanical properties of granular systems are significantly influenced by the shape of the individual particles constituting the granular assemblies. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:494 / 498
页数:5
相关论文
共 15 条
  • [1] Size effects in a slowly sheared granular media
    Antony, SJ
    Ghadiri, M
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2001, 68 (05): : 772 - 775
  • [2] Antony SJ, 2001, PHYS REV E, V63, DOI 10.1103/PhysRevE.63.011302
  • [3] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [4] Fluctuations in granular media
    Howell, DW
    Behringer, RP
    Veje, CT
    [J]. CHAOS, 1999, 9 (03) : 559 - 572
  • [5] Structured deformation in granular materials
    Kuhn, MR
    [J]. MECHANICS OF MATERIALS, 1999, 31 (06) : 407 - 429
  • [6] Heterogeneity and patterning in the quasi-static behavior of granular materials
    Kuhn, MR
    [J]. GRANULAR MATTER, 2003, 4 (04) : 155 - 166
  • [7] Smooth convex three-dimensional particle for the discrete-element method
    Kuhn, MR
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (05): : 539 - 547
  • [8] FORCE FLUCTUATIONS IN BEAD PACKS
    LIU, CH
    NAGEL, SR
    SCHECTER, DA
    COPPERSMITH, SN
    MAJUMDAR, S
    NARAYAN, O
    WITTEN, TA
    [J]. SCIENCE, 1995, 269 (5223) : 513 - 515
  • [9] Contact forces in a granular packing
    Radjai, F
    Roux, S
    Moreau, JJ
    [J]. CHAOS, 1999, 9 (03) : 544 - 550
  • [10] RADJAI F, 1998, GRANUL MATTER, V1, P3, DOI DOI 10.1007/PL00010907