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Failure of rock under dynamic compressive loading 被引量:5
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作者 周子龙 李地元 +1 位作者 马国伟 李建春 《Journal of Central South University of Technology》 EI 2008年第3期339-343,共5页
Split Hopkinson Pressure Bar(SHPB) test was simulated to investigate the distribution of the first principal stress and damage zone of specimen subjected to dynamic compressive load. Numerical models of plate-type spe... Split Hopkinson Pressure Bar(SHPB) test was simulated to investigate the distribution of the first principal stress and damage zone of specimen subjected to dynamic compressive load. Numerical models of plate-type specimen containing cracks with inclined angles of 0°,45° and 90° were also established to investigate the crack propagation and damage evolution under dynamic loading. The results show that the simulation results are in accordance with the failure patterns of specimens in experimental test. The interactions between stress wave and crack with different inclined angles are different; damage usually appears around the crack tips firstly; and then more damage zones develop away from the foregoing damage zone after a period of energy accumulation; eventually,the damage zones run through the specimen in the direction of applied loading and split the specimen into pieces. 展开更多
关键词 Split Hopkinson Pressure Bar(SHPB) test failure mechanism dynamic compressive loading crack propagation damage evolution
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