Abstract
The present study investigated the dynamic fatigue damage of thermally shocked granite with cyclic impact load. Firstly, cyclic impact tests were performed with a split Hopkinson pressure bar (SHPB) device to study the dynamic stress–strain relationship of water-cooled granite at various temperatures and cyclic numbers. Subsequently, the dynamic stress, elastic modulus, maximum strain and strain rate affected by temperature and cyclic number were further discussed, the energy evolution and cumulative damage during cyclic impact were revealed. Finally, the crack propagation, failure mode and fatigue life (the maximum impact number) of granite were analyzed, a fatigue life prediction model was proposed. The results show that the dynamic stress, elastic modulus and transmitted energy of granite exponentially decrease, while the maximum strain, strain rate, reflection energy, absorption energy and cumulative damage exponentially increase as the cycle number increases with a fixed thermal treatment temperature. In addition, microcracks first appear in the longitudinal section, then develop into macrocracks and penetrate to cause granite failure as the impact number increases. Granite exhibits different failure modes after cyclic impact. Split tensile single fracture surface failure before 600 °C and multiple fracture surface failure at 800 °C. The fatigue life decreases as the temperature and impact pressure increase.
Highlights
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1.
Dynamic fatigue properties deterioration rate increases as cycle number increases.
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2.
Microcracks develop into macrocracks and penetrate to cause granite failure.
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3.
Single-fracture failure mode to multi-fracture failure mode occurs at 800 ℃.
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4.
Fatigue life decreases as impact pressure and temperature increase.
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5.
A model for predicting fatigue life is developed.
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Fan, L., Li, H., Xi, Y. et al. Effect of Cyclic Impact on the Dynamic Behavior of Thermally Shocked Granite. Rock Mech Rock Eng (2024). https://doi.org/10.1007/s00603-024-03819-4
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DOI: https://doi.org/10.1007/s00603-024-03819-4