SILO-MUSIC AND SILO-QUAKE EXPERIMENTS AND A NUMERICAL COSSERAT APPROACH

被引:61
作者
TEJCHMAN, J
GUDEHUS, G
机构
[1] Institute of Soil Mechanics and Rock Mechanics, Karlsruhe University
关键词
D O I
10.1016/S0032-5910(05)80028-2
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
During silo emptying dynamical effects, viz. vibrations (called silo music) and shocks (called silo quake) come into being in a silo fill. Model and full-scale experiments were carried out to investigate these dynamical phenomena. Model tests were performed with a slender perspex cylinder. Silo music was observed with a dry sand, and silo quake was registered with a weakly cohesive sand. Full-scale tests were carried out in a silo in Poland filled with rape seeds. Pronounced pulsations during silo emptying were registered. Experiments with a dry sand were modelled with a finite element method, with consideration of inertial forces, on the basis of an elasto-plastic Cosserat type theory following Muhlhaus. Calculations were performed for a velocity controlled mass flow and a free outflow. Comparison between the numerical calculations and the experimental results shows rather satisfactory agreement.
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页码:201 / 212
页数:12
相关论文
共 28 条
[1]  
Bathe KJ., 2006, FINITE ELEMENT PROCE
[2]  
BORCZ A, 1987, SILOS IND BOND MATER
[3]  
DAS MB, 1983, FUNDAMENTALS SOIL DY
[4]  
De Borst R., 1991, Engineering Computations, V8, P317, DOI 10.1108/eb023842
[5]  
DEBORST R, 1992, 3RD P INT C COMP PLA
[6]  
FRANZ G, 1967, SEITENDRUCKE GETREID
[7]  
GEROLDINGER W, 1992, SILO C KARLSRUEH
[8]  
GUDEHUS G, 1991, ADV CONTINUUM MECH, P178
[9]  
GUNTHER W, 1958, ABH BRAUNSCHW WISS G, V10
[10]  
MUHLHAUS HB, 1989, ING ARCH, V59, P124, DOI 10.1007/BF00538366