A study of influence of gravity on bulk behaviour of particulate solid

被引:64
作者
Chung, Yun-Chi [2 ]
Ooi, Jin Yeam [1 ]
机构
[1] Univ Edinburgh, Sch Engn & Elect, Inst Infrastruct & Environm, Edinburgh EH9 3JL, Midlothian, Scotland
[2] Nanya Inst Technol, Dept Civil & Environm Engn, Tao Yuan, Taiwan
关键词
Extraterrestrial; Particulate assembly; Confined compression; Rod penetration; Silo discharge; Discrete element method; Gravity effect;
D O I
10.1016/j.partic.2008.07.017
中图分类号
TQ [化学工业];
学科分类号
0817 [化学工程与技术];
摘要
This paper examines the influence of gravity on the bulk responses of a granular solid. The loading scenarios in this study include confined compression, rod penetration into a granular medium and discharging through an orifice. Similar loading and flow conditions are likely to be encountered in the stress and deformation regimes that regoliths are subjected to in extraterrestrial exploration activities including in situ resource utilisation processes. Both spherical and non-spherical particles were studied using the discrete element method (DEM). Whilst DEM is increasingly used to model granular solids, careful validations of the simulation outcomes are rather rare. Thus in addition to exploring the effect of gravity, this paper also compares DEM simulations with experiments under terrestrial condition to verify whether DEM can produce satisfactory predictions. The terrestrial experiments were conducted with great care and simulated closely using DEM. The key mechanical and geometrical properties for the particles were measured in laboratory tests for use in the DEM simulations. A series of DEM computations were then performed under reduced gravity to simulate these experiments under extraterrestrial environment. It was found that gravity has no noticeable effect on the force transmission in the confined compression case; the loading gradient in the rod penetration is linearly proportional to the gravity; the mass flow rate in silo discharge is proportional to square root of the gravity and the angle of repose increases with reducing gravity. These findings are in agreement with expectation and existing scientific evidence. (c) 2008 Chinese Society of Particuology and Institute of Process Engineering, Chinese Academy of Sciences. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:467 / 474
页数:8
相关论文
共 25 条
[1]
*ALL VIS, 2002, MA STUD 3 2 1
[2]
Strain localization in sand: Plane strain versus triaxial compression [J].
Alshibli, Khalid A. ;
Batiste, Susan N. ;
Sture, Stein .
Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129 (06) :483-494
[3]
[Anonymous], PFC3D PART FLOW COD
[4]
*ASAE, 1996, S3683 ASAE
[5]
THE FLOW OF GRANULAR SOLIDS THROUGH ORIFICES [J].
BEVERLOO, WA ;
LENIGER, HA ;
VANDEVELDE, J .
CHEMICAL ENGINEERING SCIENCE, 1961, 15 (3-4) :260-&
[6]
Influence of discrete element model parameters on bulk behavior of a granular solid under confined compression [J].
Chung, Y. C. ;
Ooi, J. Y. .
PARTICULATE SCIENCE AND TECHNOLOGY, 2008, 26 (01) :83-96
[7]
Chung YC, 2006, SPRINGER PROC PHYS, V106, P223
[8]
Chung Y.C., 2006, THESIS U EDINBURGH E
[9]
CHUNG YC, 2004, 17 ASCE ENG MECH C N, P8
[10]
CHUNG YC, 2005, PART SYST AN C STRAT, P5