Numerical study of stress distribution in sheared granular material in two dimensions

被引:72
|
作者
Bardenhagen, SG
Brackbill, JU
Sulsky, D
机构
[1] Univ Calif Los Alamos Natl Lab, Los Alamos, NM 87545 USA
[2] Univ New Mexico, Albuquerque, NM 87131 USA
来源
PHYSICAL REVIEW E | 2000年 / 62卷 / 03期
关键词
D O I
10.1103/PhysRevE.62.3882
中图分类号
O35 [流体力学]; O53 [等离子体物理学];
学科分类号
070204 ; 080103 ; 080704 ;
摘要
We simulate the response of dense granular material to shear. Our simulations use a micromechanical model which includes realistic material models for each deformable grain, and a Coulomb friction model for interactions between grains. We measure the probability density function (PDF) governing the volume distribution of stress for monodisperse and polydisperse samples, circular and polygonal grains, and various values of microscopic friction coefficients, yield stresses, and packing fractions. Remarkably, PDF's are similar in form for all cases simulated, and similar to those observed in experiments with granular materials under both compression and shear. Namely, the simulations yield an exponential probability of large stresses above the mean. The relationship between distributions of boundary tractions and volume distributions of stress is discussed. The ratio of normal and tangential components of traction on the boundary defines a bulk frictional response, which is shown to increase with the intergranular friction coefficient. However, the bulk friction is always larger than the intergranular friction for densely packed samples. Bulk friction is also strongly dependent on grain size distribution and shape. New observations of force-chain banding during recrystallization, of slip systems in monodisperse samples, and of the effects of plastic yield, are also presented.
引用
收藏
页码:3882 / 3890
页数:9
相关论文
共 50 条
  • [41] Stress fluctuations for sheared 3D granular materials
    Behringer, RP
    Miller, B
    POWDERS & GRAINS 97, 1997, : 333 - 336
  • [42] Model of sheared granular material and application to surface-driven granular flows under gravity
    Lee, Cheng-Hsien
    Huang, Ching-Jer
    PHYSICS OF FLUIDS, 2010, 22 (04) : 1 - 10
  • [43] Effect of wall bumpiness on the behavior of sheared dry bidisperse granular material
    El Cheikh, K.
    Remond, S.
    PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2017, 472 : 1 - 12
  • [44] Numerical study on friction between solid body and granular material
    Sheng, Xiaowei
    Luo, Zhiyuan
    Cai, Qingdong
    Jisuan Wuli/Chinese Journal of Computational Physics, 2009, 26 (03): : 403 - 408
  • [45] Stress and fabric in granular material
    Ching S. Chang
    Yang Liu
    Theoretical & Applied Mechanics Letters, 2013, 3 (02) : 12 - 17
  • [46] The equations of stress in a granular material
    Edwards, SF
    PHYSICA A, 1998, 249 (1-4): : 226 - 231
  • [47] Stress and fabric in granular material
    Chang, Ching S.
    Liu, Yang
    THEORETICAL AND APPLIED MECHANICS LETTERS, 2013, 3 (02) : 021002
  • [48] Equations of stress in a granular material
    Univ of Cambridge, Cambridge, United Kingdom
    Phys A Stat Theor Phys, 1-4 (226-231):
  • [49] Yield stress of granular material
    Deganutti, AM
    Scotton, P
    DEBRIS-FLOW HAZARDS MITIGATION: MECHANICS, PREDICTION & ASSESSMENT, 1997, : 270 - 278
  • [50] Weakly nonlinear analysis of two dimensional sheared granular flow
    Saitoh, Kuniyasu
    Hayakawa, Hisao
    GRANULAR MATTER, 2011, 13 (05) : 697 - 711