A QUASI-STATIC NUMERICAL-MODEL FOR MICROLEVEL ANALYSIS OF GRANULAR ASSEMBLIES

被引:45
作者
BAGI, K
机构
[1] Department of Civil Engineering Mechanics, Technical University of Budapest, Budapest
关键词
D O I
10.1016/0167-6636(93)90032-M
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper introduces a quasi-static numerical model based on the displacement method and on the compilation of global equilibrium equations of granular assemblies. The model is able to describe large displacements, rearrangements and local instabilities.
引用
收藏
页码:101 / 110
页数:10
相关论文
共 7 条
  • [1] BAGI K, 1990, ACTA TECHN ACAD SCI, V102, P207
  • [2] BOJTAR I, 1989, EPITES EPITESZETTUDO, V1, P75
  • [3] BOJTAR I, 1991, IN PRESS P US JAPAN
  • [4] Cundall P., 1988, MICROMECH GRANUL MAT, V20, P113, DOI DOI 10.1016/B978-0-444-70523-5.50021-7
  • [5] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES
    CUNDALL, PA
    STRACK, ODL
    [J]. GEOTECHNIQUE, 1979, 29 (01): : 47 - 65
  • [6] KISHINO Y, 1988, MICROMECHANICS GRANU, P143
  • [7] SERRANO AA, 1973, P S PLASTICITY SOIL, P215