Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression
To investigate the energy evolution and storage performances of rock under uniaxial cyclic compression, a series of uniaxial cyclic loading and unloading compression tests were conducted on Green sandstone and Yueyang granite. Two methods for calculating the total input energy of the specimen under...
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| Format: | Article |
| Language: | English |
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Wiley
2020-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2020/8842863 |
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| author | Fengqiang Gong Jingyi Yan Yunliang Wang Song Luo |
| author_facet | Fengqiang Gong Jingyi Yan Yunliang Wang Song Luo |
| author_sort | Fengqiang Gong |
| collection | DOAJ |
| description | To investigate the energy evolution and storage performances of rock under uniaxial cyclic compression, a series of uniaxial cyclic loading and unloading compression tests were conducted on Green sandstone and Yueyang granite. Two methods for calculating the total input energy of the specimen under each cycle were proposed. One is based on the actual stress-strain curve of the specimen (ASC method); the other is based on the stress-strain envelope curve during the loading process (SEC method). The experimental results show that, for those two methods, the total input energy, elastic energy, and dissipated energy of the specimen show a quadratic function increasing trend with the increase of stress levels. Besides, the elastic energy increases linearly with the increase of total input energy for both methods, which confirms that the linear energy storage law is also applicable to rock materials under uniaxial cyclic loading and unloading compression conditions. Moreover, the uniaxial compression energy storage coefficient calculated by the SEC method is highly close to that obtained based on the single cycle loading and unloading test, which indicates that the uniaxial compression energy storage coefficient of rock can also be calculated by multiple cyclic loading and unloading test. In conclusion, the linear energy storage law is a basic physical property of rock materials, and the uniaxial compression energy storage coefficient is a physical index reflecting the energy storage capacity of rock materials. |
| format | Article |
| id | doaj-art-0b3e96220bec4155ae0c6c8fb9a4a347 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2020-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-0b3e96220bec4155ae0c6c8fb9a4a3472025-02-03T01:28:18ZengWileyShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/88428638842863Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic CompressionFengqiang Gong0Jingyi Yan1Yunliang Wang2Song Luo3Engineering Research Center of Safety and Protection of Explosion & Impact of Ministry of Education (ERCSPEIME), Southeast University, Nanjing 211189, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaSchool of Resources and Safety Engineering, Central South University, Changsha 410083, ChinaTo investigate the energy evolution and storage performances of rock under uniaxial cyclic compression, a series of uniaxial cyclic loading and unloading compression tests were conducted on Green sandstone and Yueyang granite. Two methods for calculating the total input energy of the specimen under each cycle were proposed. One is based on the actual stress-strain curve of the specimen (ASC method); the other is based on the stress-strain envelope curve during the loading process (SEC method). The experimental results show that, for those two methods, the total input energy, elastic energy, and dissipated energy of the specimen show a quadratic function increasing trend with the increase of stress levels. Besides, the elastic energy increases linearly with the increase of total input energy for both methods, which confirms that the linear energy storage law is also applicable to rock materials under uniaxial cyclic loading and unloading compression conditions. Moreover, the uniaxial compression energy storage coefficient calculated by the SEC method is highly close to that obtained based on the single cycle loading and unloading test, which indicates that the uniaxial compression energy storage coefficient of rock can also be calculated by multiple cyclic loading and unloading test. In conclusion, the linear energy storage law is a basic physical property of rock materials, and the uniaxial compression energy storage coefficient is a physical index reflecting the energy storage capacity of rock materials.http://dx.doi.org/10.1155/2020/8842863 |
| spellingShingle | Fengqiang Gong Jingyi Yan Yunliang Wang Song Luo Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression Shock and Vibration |
| title | Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression |
| title_full | Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression |
| title_fullStr | Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression |
| title_full_unstemmed | Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression |
| title_short | Experimental Study on Energy Evolution and Storage Performances of Rock Material under Uniaxial Cyclic Compression |
| title_sort | experimental study on energy evolution and storage performances of rock material under uniaxial cyclic compression |
| url | http://dx.doi.org/10.1155/2020/8842863 |
| work_keys_str_mv | AT fengqianggong experimentalstudyonenergyevolutionandstorageperformancesofrockmaterialunderuniaxialcycliccompression AT jingyiyan experimentalstudyonenergyevolutionandstorageperformancesofrockmaterialunderuniaxialcycliccompression AT yunliangwang experimentalstudyonenergyevolutionandstorageperformancesofrockmaterialunderuniaxialcycliccompression AT songluo experimentalstudyonenergyevolutionandstorageperformancesofrockmaterialunderuniaxialcycliccompression |