APPLICATION OF UNIFORM STRAIN THEORY TO HETEROGENEOUS ANTIGRANULOCYTES SOLIDS

被引:48
作者
CHANG, CS
MISRA, A
机构
[1] Dept. of Civ. Engrg, Univ. of Massachusetts, Marston Hall, Amherst, MA
[2] Dept. of Civ. Engrg, Univ. of Massachusetts, Marston Hall, Amherst, MA
来源
JOURNAL OF ENGINEERING MECHANICS-ASCE | 1990年 / 116卷 / 10期
关键词
D O I
10.1061/(ASCE)0733-9399(1990)116:10(2310)
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The micro- and the macro-mechanical measures of heterogeneous granular solids are investigated using two methods, namely a computer simulation method, and a micro-structural continuum method. The micro-structural continuum method used in this study is based on a uniform strain assumption. The applicability of the uniform strain assumption is evaluated by comparing the results from the micro-structural continuum method to those from the computer simulation method. Two types of granular solids, viz. with linear bonded contacts and with nonlinear frictional contacts, are studied to investigate the influence of contact behavior on the heterogeneity of the strain field. It is observed that packings with bonded contacts have a reasonably homogeneous strain field, implying that the uniform strain assumption is applicable for this condition. Packings with frictional contacts have a heterogeneous strain field, except at low levels of deviatoric stress. The natures of inhomogeneity for the particle rotation, stress, and contact force fields in granular solids are also discussed. © ASCE.
引用
收藏
页码:2310 / 2328
页数:19
相关论文
共 23 条
  • [1] MICROMECHANICAL ASPECTS OF ISOTROPIC GRANULAR ASSEMBLIES WITH LINEAR CONTACT INTERACTIONS
    BATHURST, RJ
    ROTHENBURG, L
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1988, 55 (01): : 17 - 23
  • [2] Chang C. S., 1989, Computers and Geotechnics, V7, P269, DOI 10.1016/0266-352X(89)90013-X
  • [3] THEORETICAL AND EXPERIMENTAL-STUDY OF REGULAR PACKINGS OF GRANULES
    CHANG, CS
    MISRA, A
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1989, 115 (04): : 704 - 720
  • [4] CHANG CS, 1987, MICROMECHANICS GRANU, P271
  • [5] A MICROMECHANICAL DESCRIPTION OF GRANULAR MATERIAL BEHAVIOR
    CHRISTOFFERSEN, J
    MEHRABADI, MM
    NEMATNASSER, S
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (02): : 339 - 344
  • [6] Cowin S. C., 1978, CONTINUUM MECHANICAL
  • [7] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [8] THE EFFECTIVE ELASTIC-MODULI OF POROUS GRANULAR ROCKS
    DIGBY, PJ
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1981, 48 (04): : 803 - 808
  • [9] PHOTOELASTIC VERIFICATION OF A MECHANICAL MODEL FOR FLOW OF A GRANULAR MATERIAL
    DRESCHER, A
    DEJOSSEL.G
    [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1972, 20 (05) : 337 - &
  • [10] JENKINS JT, 1983, MECHANICS GRANULAR M