Modelling dynamic breakage in rock blocks with different elongation and flatness ratios upon impact |
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| Authors: | Yang Ye Changdong Li Yawu Zeng Huiming Tang |
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| Affiliation: | 1. Faculty of Engineering, China University of Geosciences, Wuhan, China;2. College of Civil Engineering, Wuhan University, Wuhan, Hubei, China;3. Badong National Observation and Research Station of Geohazards, China University of Geosciences, Wuhan, China |
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| Abstract: | The two crucial shape factors (elongation ratio and flatness ratio) of brittle particles may influence the dynamic breakage of brittle particles upon impact. Hence, three-dimensional discrete element method simulations of brittle rock blocks with different shapes upon normal impact were performed. The simulated results indicate that the elongation ratio, that is, ratio of width to length and flatness ratio, that is, ratio of thickness to width can significantly affect the breakage of brittle rock blocks. Three fracture mechanisms, that is, fragmentation, horizontal tensile fracture and vertical tensile fracture, were revealed, which determine the dynamic breakage of rock blocks. The fragmentation results in numerous single-sphered fragments with velocities even larger than 2 times of the initial velocities. Fragmentation can provide a buffering effect at high impact velocities of larger than 4 m/s. With an increasing elongation ratio or flatness ratio, the phenomenon of fragmentation gradually disappears. The reflection of a compression stress wave results in horizontal tensile fracture. The expansion in the plane perpendicular to the impact velocity results in vertical tensile fracture. |
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| Keywords: | discrete element method dynamic behaviour particle breakage rock block shape effect |
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