Investigation of wall stress and outflow rate in a flat-bottomed bin: A comparison of the DEM model results with the experimental measurements

被引:62
作者
Balevicius, R. [1 ]
Sielamowicz, I. [2 ]
Mroz, Z. [3 ]
Kacianauskas, R. [4 ]
机构
[1] Vilnius Gediminas Tech Univ, Dept Reinforced Concrete & Masonry Struct, LT-10223 Vilnius, Lithuania
[2] Composite Silo Syst ORCHIDEA, PL-15351 Bialystok, Poland
[3] Polish Acad Sci, Inst Fundamental Technol Res, PL-02106 Warsaw, Poland
[4] Vilnius Gediminas Tech Univ, Lab Numer Modeling, LT-10223 Vilnius, Lithuania
关键词
Visco-elastic granular material; Discrete element method; Wall pressure; Granular material stress; Micro-properties; Bulk properties; DISCRETE-PARTICLE SIMULATIONS; GRANULAR MATERIAL; GRAVITY FLOW; NUMERICAL-SIMULATION; ELEMENT SIMULATION; SILOS; HOPPER; DISCHARGE; PRESSURES; STEADY;
D O I
10.1016/j.powtec.2011.08.042
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The present paper provides a discrete element method (DEM) analysis of the filling and discharge processes of granular material in a 3D flat-bottomed bin. A granular aggregate of nearly round particles (20,400 pea grains, 7.2-7.8 mm in diameter) is considered. The numerical results are compared with the experimental data. The DEM analysis provides an accurate prediction of wall stress distribution and the outflow rate of discharge throughout the bottom orifice. The stress distribution developed within the granular material after filling and during the discharge phase is considered, and the transition from the active to passive stress state is discussed. This analysis aims to quantitatively predict the flow parameters related to the careful identification of the material parameters. The investigation presented may be useful for the ongoing development of DEM. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:322 / 336
页数:15
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