Investigation of adequacy of multi-sphere approximation of elliptical particles for DEM simulations

被引:256
作者
Markauskas, D. [2 ]
Kacianauskas, R. [2 ]
Dziugys, A. [1 ]
Navakas, R. [1 ]
机构
[1] Lithuanian Energy Inst, Lab Combust Proc, LT-44403 Kaunas, Lithuania
[2] Vilnius Gediminas Tech Univ, Lab Numer Modelling, LT-10223 Vilnius, Lithuania
关键词
Discrete element method; Elliptical shape; Multi-sphere approach; Composite particles; Piling; Numerical simulation; DISCRETE ELEMENT MODEL; CONTACT DETECTION ALGORITHMS; PACKING GENERATION SCHEME; NUMERICAL-SIMULATION; GRANULAR ASSEMBLIES; SHAPE; PERFORMANCE; RESOLUTION; STRENGTH; BEHAVIOR;
D O I
10.1007/s10035-009-0158-y
中图分类号
T [工业技术];
学科分类号
120111 [工业工程];
摘要
Adequacy of approximation of ellipsoidal particles composed of a set of sub-spheres for numerical Discrete Element Method (DEM) simulations is examined. The algorithm of adaptive hierarchical multi-sphere (MS) model is suggested for composing elliptical particles. Numerical simulation of the piling problem is used as a test problem for evaluating the adequacy of MS model approximation in comparison to the model of smooth ellipses for multiparticle system. The accuracy of MS approximation with the increasing number of sub-spheres is examined in detail by comparison of macroscopic and microscopic parameters of granular dynamics. It was determined that the data on macroscopic parameters yielded by the MS model tend to converge to those of the smooth ellipsoid with the increasing number of the constituent sub-spheres, and the MS model approximates the smooth perfect ellipsoid with a reasonable number of sub-spheres within the limits of the appropriate tolerance. It can be concluded that a multi-sphere model remains a realistic and relatively simple particle model applicable to DEM simulations of the behaviour of the real smooth and rough elliptically shaped particles.
引用
收藏
页码:107 / 123
页数:17
相关论文
共 68 条
[1]
Theoretical validation of a multi-sphere discrete element model suitable for biomaterials handling simulation [J].
Abbaspour-Fard, MH .
BIOSYSTEMS ENGINEERING, 2004, 88 (02) :153-161
[2]
Allen M. P., 2017, COMPUTER SIMULATION
[3]
Investigation of performance of programming approaches and languages used for numerical simulation of granular material by the discrete element method [J].
Balevicius, R. ;
Dziugys, A. ;
Kacianauskas, R. ;
Maknickas, A. ;
Vislavicius, K. .
COMPUTER PHYSICS COMMUNICATIONS, 2006, 175 (06) :404-415
[4]
Balevicius R, 2008, MECHANIKA, P11
[5]
Balevicius R., 2004, J Civ Eng Manag, V10, P3, DOI [10.1080/13923730.2004.9636280, DOI 10.1080/13923730.2004.9636280]
[6]
Discrete-particle investigation of friction effect in filling and unsteady/steady discharge in three-dimensional wedge-shaped hopper [J].
Balevicius, Robertas ;
Kacianauskas, Rimantas ;
Mroz, Zenon ;
Sielamowicz, Irena .
POWDER TECHNOLOGY, 2008, 187 (02) :159-174
[7]
NUMERICAL INVESTIGATIONS OF THE EVOLUTION OF SANDPILES [J].
BUCHHOLTZ, V ;
POSCHEL, T .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1994, 202 (3-4) :390-401
[8]
Cundall, 1971, P S INT SOC ROCK MEC, V1, P11
[9]
DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[10]
*DEM SOL LT, EDEM