Flow Channel Boundaries in Silos

被引:9
|
作者
Yang, Yunming [1 ]
Rotter, Michael [2 ]
Ooi, Jin [2 ]
Wang, Yin [2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China
[2] Univ Edinburgh, Sch Engn, Edinburgh, Midlothian, Scotland
关键词
Dynamic programming method; Finite element method; Flow channel boundary; Plasticity; Slip plane; ELEMENT; DISCHARGE; SIMULATION; HOPPER; ECCENTRICITY; PRESSURES; STRESSES; MODEL;
D O I
10.1002/ceat.201100049
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The critical slip planes at the silo filling state are compared with the flow channel boundary during silo discharge for semi-mass flows. The static critical slip planes are determined by using the dynamic programming method based on the stress field of granular solids stored in silos at the filling state. The flow channel boundary is estimated through the finite element analysis of the silo discharge. The results indicate that the critical slip line lies above the flow channel boundary. This characteristic can be attributed to the changeover of major principal stress directions of granular solids from the silo filling to the silo discharge. The analysis demonstrates that the silo wall friction tends to lift up the critical slip plane and flow boundary. A simple correlation is developed between the positions of critical slip planes and flow boundaries and is experimentally verified.
引用
收藏
页码:1295 / 1302
页数:8
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