Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load
In this study, the damage characteristics of the slit charge pack along the rock slitting and the vertical slitting directions were investigated using green sandstone as the subject. Split-Hopkinson pressure bar (SHPB) experiments were performed on green sandstone, and the dynamic mechanical propert...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2022-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2022/3820921 |
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| _version_ | 1832564884481507328 |
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| author | Wenda Tang Yuanyuan You Feng Hu Yuanyuan Bian Chenglong Xiao Yijun Zhu |
| author_facet | Wenda Tang Yuanyuan You Feng Hu Yuanyuan Bian Chenglong Xiao Yijun Zhu |
| author_sort | Wenda Tang |
| collection | DOAJ |
| description | In this study, the damage characteristics of the slit charge pack along the rock slitting and the vertical slitting directions were investigated using green sandstone as the subject. Split-Hopkinson pressure bar (SHPB) experiments were performed on green sandstone, and the dynamic mechanical properties of rock specimen were analyzed in the slitting and vertical slitting directions. Based on the SHPB experiments of the rock specimens in different damage zones along the rock slitting and the vertical slitting directions combined with the fractal theory, the distribution pattern of rock fracture fragmentation was investigated at different positions in the kerf direction and vertical kerf direction. The results of this study show that the dynamic strength of the rock corresponds to the damage degree of the rock, which is greater in the direction of the slit than that in the perpendicular direction of the slit. In addition, the core at 150 mm distance from the blast hole perpendicular to the slit direction could easily bear the blast loads. The lumpiness distribution of rock specimens under impact load shows good statistical self-similarity. The evolution law of fractal dimension shows that with increasing distance from the core to the blast hole, the fractal dimension of the specimen after failure increases. The fractal dimension of the specimen perpendicular to the slit direction is greater than that of the specimen along the slit direction at the same distance. |
| format | Article |
| id | doaj-art-5209afe03568479bb362409f13a575ce |
| institution | Kabale University |
| issn | 1875-9203 |
| language | English |
| publishDate | 2022-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-5209afe03568479bb362409f13a575ce2025-02-03T01:09:59ZengWileyShock and Vibration1875-92032022-01-01202210.1155/2022/3820921Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast LoadWenda Tang0Yuanyuan You1Feng Hu2Yuanyuan Bian3Chenglong Xiao4Yijun Zhu5School of Mechanics and Civil EngineeringSchool of Mechanics and Civil EngineeringZhejiang Institute of Communications Co. Ltd.China Academy of Building Research Co., Ltd.School of Mechanics and Civil EngineeringZhejiang Institute of Communications Co. Ltd.In this study, the damage characteristics of the slit charge pack along the rock slitting and the vertical slitting directions were investigated using green sandstone as the subject. Split-Hopkinson pressure bar (SHPB) experiments were performed on green sandstone, and the dynamic mechanical properties of rock specimen were analyzed in the slitting and vertical slitting directions. Based on the SHPB experiments of the rock specimens in different damage zones along the rock slitting and the vertical slitting directions combined with the fractal theory, the distribution pattern of rock fracture fragmentation was investigated at different positions in the kerf direction and vertical kerf direction. The results of this study show that the dynamic strength of the rock corresponds to the damage degree of the rock, which is greater in the direction of the slit than that in the perpendicular direction of the slit. In addition, the core at 150 mm distance from the blast hole perpendicular to the slit direction could easily bear the blast loads. The lumpiness distribution of rock specimens under impact load shows good statistical self-similarity. The evolution law of fractal dimension shows that with increasing distance from the core to the blast hole, the fractal dimension of the specimen after failure increases. The fractal dimension of the specimen perpendicular to the slit direction is greater than that of the specimen along the slit direction at the same distance.http://dx.doi.org/10.1155/2022/3820921 |
| spellingShingle | Wenda Tang Yuanyuan You Feng Hu Yuanyuan Bian Chenglong Xiao Yijun Zhu Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load Shock and Vibration |
| title | Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load |
| title_full | Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load |
| title_fullStr | Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load |
| title_full_unstemmed | Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load |
| title_short | Experimental Study on SHPB Dynamic Mechanical Response in Different Damage Zones of Rock under Blast Load |
| title_sort | experimental study on shpb dynamic mechanical response in different damage zones of rock under blast load |
| url | http://dx.doi.org/10.1155/2022/3820921 |
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