|
|||||
|
|
Flow Channel Boundaries in Silos |
|
| Authors: | Y. Yang M. Rotter J. Ooi Y. Wang |
| Affiliation: | 1. Chinese Academy of Sciences, Institute of Rock and Soil Mechanics, State Key Laboratory of Geomechanics and Geotechnical Engineering, Wuhan, China;2. University of Edinburgh, School of Engineering, Edinburgh, UK |
| Abstract: | 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. |
| Keywords: | Dynamic programming method Finite element method Flow channel boundary Plasticity Slip plane |