Investigation of Fundamental Mechanism of Crushing of Clods in a Rod Mill
- 1 Daiki Rika Kogyo Co., Ltd., Kōnosu, Japan
- 2 Department of Mechanical Engineering, Toyo University, Tokyo, Japan
- 3 Department of Biomedical Engineering, Toyo University, Tokyo, Japan
Abstract
A new planetary-type rod-mill machine that we developed for use at a research institute improves the working efficiency of comminution. It also prevents the generation of soil dust, and the jar is easy to keep clean. This device breaks up clods into soil of a small particle size (<2-mm diam.) within two minutes. The performance of our device is sufficiently satisfactory compared with other conventional machines. However, the exact crushing mechanism remains unclear. We sought to answer questions such as what kinds of strains cause the crushing of clods in the rotating jar, whether or not the maximum strength exceeds the yield stress of the soil, and what is the function of rods during quick crushing. An objective of this study was to understand fundamental mechanisms of crushing clods to further improve the milling device. We carried out compression and shear stress tests using a vibrating container and shearing device to observe the crushing mechanism due to a single stress acting on a clod. We used a charged-coupled device digital camera to visually capture the crushing event in these tests. We found the centrifugal forces produced by rotation of our machine’s jar to be much smaller than the critical forces of the amorphous yield point of the clods. The crushing occurs actually in a short time if two rods are in the jar. Soil dust observed in the early stage of the crushing process is produced because the surface of a soil clod is worn initially by shearing forces caused by the rods. After the surface of a clod is scraped, it fragments into small particles catastrophically. The shearing forces exerted by the rods are more effective than the compressive forces in comminution by our rod-mill machine. These results suggest that the cause of crushing clod is the sharing forces acting on the clod for the initial stage.
- Powell, M.S. and Morrison, R.D. (2007) The Future of Comminution Modelling. International Journal of Mineral Processing, 84, 228-239. https://doi.org/10.1016/j.minpro.2006.08.003
- Vogel, L. and Peukert, W. (2003) Breakage Behaviour of Different Materials—Construction of a Master Curve for the Breakage Probability. Powder Technology, 129, 101-110. https://doi.org/10.1016/S0032-5910(02)00217-6
- Gay, S.L. (2004) A Liberation Model for Comminution Based on Probability Theory. Minerals Engineering, 17, 525-534. https://doi.org/10.1016/j.mineng.2003.11.012
- Lobo-Guerrero, S. and Vallejo, L.E. (2005) Analysis of Crushing of Granular Material under Isotropic and Biaxial Stress Conditions. Soils and Foundations, 45, 79-87. https://doi.org/10.3208/sandf.45.4_79
- Tromans, D. (2008) Mineral Comminution: Energy Efficiency Considerations. Minerals Engineering, 21, 613-620. https://doi.org/10.1016/j.mineng.2007.12.003
- Liu, E. (2010) Breakage and Deformation Mechanisms of Crushable Granular Materials. Computers and Geotechnics, 37, 723-730. https://doi.org/10.1016/j.compgeo.2010.04.009
- McDowell, G.R. and de Bono, J.P. (2013) On the Micro Mechanics of One-Dimensional Normal Compression. Géotechnique, 12, 41-54. https://doi.org/10.1680/geot.12.P.041
- Estay, D.A. (2010) Discrete Crack Model for Simulating Rock Comminution Processes with Discrete Element Method. International Journal of Rock Mechanics and Mining Sciences, 60, 125-133. https://doi.org/10.1016/j.ijrmms.2012.12.041
- Grady, D.E. (1982) Local Inertial Effects in Dynamic Fragmentation. Journal of Applied Physics, 53, 322-325. https://doi.org/10.1063/1.329934
- Bažant, Z.P. and Caner, F.C. (2014) Impact Comminution of Solids Due to Local Kinetic Energy of High Shear Strain Rate: I. Continuum Theory and Turbulence Analogy. Journal of the Mechanics and Physics of Solids, 64, 223-235. https://doi.org/10.1016/j.jmps.2013.11.008
- Rabczuk, T. and Belytschko, T. (2007) A Three-Dimensional Large Deformation Meshfree Method for Arbitrary Evolving Cracks. Computer Methods in Applied Mechanics and Engineering, 196, 2777-2799. https://doi.org/10.1016/j.cma.2006.06.020
- Caicedo, B., Ocampo, M. and Vallejo, L. (2016) Modeling Comminution of Granular Materials Using a Linear Packing Model and Markovian Processes. Computers and Geotechnics, 80, 383-396. https://doi.org/10.1016/j.compgeo.2016.01.022