Strain Rate Effects on Dynamic Fractures in Fine‐grained Granitic Rock |
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Authors: | C. Huang B. Mohanty Z. Zhu |
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Affiliation: | 1. School of EME, Wuhan Textile University, China;2. Department of Civil Engineering, University of Toronto, Toronto, Canada;3. College of Architecture and Environment, Sichuan University, China |
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Abstract: | The effect of dynamic strain rates on failure responses of a fine‐grained granitic rock is studied experimentally and theoretically. Theoretical investigation employs a model incorporating dynamic fracture criterion with damage mechanics theory. Experimental investigation is conducted using split Hopkinson pressure bar device. In order to investigate the effects of microstructure on dynamic fracture failure under different loading rates, fragment debris of each tested specimen is collected and analyzed. It is found through the debris analysis that the granitic rock breaks down into the fragment debris in grain size scales and the effect of strain rates on the formation of fragment debris appears to be related to the microstructure of the rock. It is also found that dynamic inertia induced by the dynamic loading can reduce the effect of friction confinement generated by the contact between the cylindrical specimen and two split Hopkinson pressure bars on the dynamic responses of the specimen. Theoretical evaluations agree with the corresponding experimental observations. |
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Keywords: | dynamic fracture inelastic deformation length effects microstructure strain rate sensitivity |
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