A three-dimensional discrete element model using arrays of ellipsoids

被引:292
作者
Lin, X [1 ]
Ng, TT [1 ]
机构
[1] UNIV NEW MEXICO, ALBUQUERQUE, NM 87131 USA
来源
GEOTECHNIQUE | 1997年 / 47卷 / 02期
关键词
numerical modelling and analysis; sands; shear strength;
D O I
10.1680/geot.1997.47.2.319
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
For the purpose of improving computer simulation of granular materials, a three-dimensional discrete element model using random arrays of elastic ellipsoidal particles is developed, Major technical implementations relating to the development of this new numerical model (computer code ELLIPSE3D) include the contact detection algorithm based on a geometric potential concept, elastic contact laws based on Hertzian theory and Mindlin's solution, geometric representation and kinetic computation for ellipsoidal particles, and the explicit finite difference scheme for 3-D rotational kinematic equations of ellipsoids, Numerical results produced by ELLIPSE3D show the important effects of particle shape on shear strength, deformation behaviour and fabric statistics of particle arrays, These results demonstrate that using nonspherical particles in a discrete element model improves the simulations of granular materials and creates the possibility to study the effect of particle shape on engineering properties systematically.
引用
收藏
页码:319 / 329
页数:11
相关论文
共 41 条
[1]  
[Anonymous], 1987, Statistical Analysis of Spherical Data
[2]  
[Anonymous], 1989, THESIS RENSSELAER PO
[3]  
[Anonymous], 1934, ANAL GEOMETRY 3 DIME
[4]  
[Anonymous], 1987, ANAL COMPUTATIONAL M
[5]  
BATHURST RJ, 1989, P 1 US C DISCR EL ME
[6]  
Bowles J.E., 1992, ENG PROPERTIES SOILS
[7]  
CUNDALL PA, 1979, ENG7620711 NSF
[8]   SPHERE - A CONTOURING PROGRAM FOR SPHERICAL DATA [J].
DIGGLE, PJ ;
FISHER, NI .
COMPUTERS & GEOSCIENCES, 1985, 11 (06) :725-766
[9]  
HIBBELER RC, 1974, ENG MECH DYNAMICS
[10]  
Holubec I, 1973, ASTM STP, V523, P304