Finite element simulation of granular material flow in plane silos with complicated geometry

被引:58
作者
Karlsson, T
Klisinski, M [1 ]
Runesson, K
机构
[1] Lulea Univ Technol, Div Struct Mech, S-97187 Lulea, Sweden
[2] Chalmers Univ Technol, Dept Solid Mech, S-41296 Gothenburg, Sweden
关键词
granular materials; granular flow; silo flow; finite elements;
D O I
10.1016/S0032-5910(98)00087-4
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
A model with few material parameters is proposed for finite element simulation of the transient flow of cohesionless granular materials in silos. The constitutive model used is essentially a fluid model and, consequently, it is best established in the Eulerian format. The model allows the simulation of initial stress transients at the beginning of the discharging process. After long time, when the solution approaches steady state, the flow pattern that is developed represents either a mass or funnel flow situation. Numerical examples of transient stress fields are given, and the flow patterns in advanced silo geometries are studied. The numerical results are in good agreement with analytical solutions and experiments known from the literature. (C) 1998 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:29 / 39
页数:11
相关论文
共 31 条
[1]  
[Anonymous], [No title captured]
[2]  
[Anonymous], BULK SOLIDS HANDLING
[3]  
BENIKE E, 1989, THESIS U TWENTE ENSC
[4]   GRANULAR MATERIAL FLOW IN 2-DIMENSIONAL HOPPERS [J].
BRENNEN, C ;
PEARCE, JC .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1978, 45 (01) :43-50
[5]  
*DIN, 1987, 1055 DIN 6
[6]  
DURR M, 1995, 4100151 TELTEK
[7]  
Gladen W., 1985, THESIS U KARLSRUHE
[8]   LAGRANGIAN INCOMPRESSIBLE-FLOW COMPUTATIONS IN 3 DIMENSIONS BY USE OF SPACE-TIME FINITE-ELEMENTS [J].
HANSBO, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1995, 20 (8-9) :989-1001
[9]  
HAUSSLER U, 1984, THESIS U KARLSRUHE
[10]  
Janssen H.A., 1895, Z VEREINS DTSCH ING, V39, P1045