• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
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CAO Yan-yan, MA Shao-peng, YAN Dong, GUO Wen-jing, MA Qin-wei. Dynamic deformation field measurement system for rock failure and its application[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1939-1943.
Citation: CAO Yan-yan, MA Shao-peng, YAN Dong, GUO Wen-jing, MA Qin-wei. Dynamic deformation field measurement system for rock failure and its application[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(10): 1939-1943.

Dynamic deformation field measurement system for rock failure and its application

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  • Received Date: November 24, 2011
  • Published Date: November 13, 2012
  • A dynamic deformation field measurement system based on high-speed image capturing devices and digital speckle correlation method (DSCM) is established to measure the dynamic deformation of rock specimens. The principle and elements of the system are introduced. Among them, the choice of special light sources, the setting of the imaging acquisition rate and the triggering techniques for high-speed camera capturing are described as the key techniques for dynamic deformation measurement of rock. The dynamic deformation field measurement system can accurately capture the high-speed images and then obtain the quantitative deformation fields for a rock specimen subjected to either quasi-static or dynamic loadings. Two experiments, a Brazilian disc test and a dynamic mode-I crack fracture test, are performed to verify the feasibility and effectiveness of the measurement system. The quantitative dynamic deformation fields during the failure procedure of brittle rock obtained by the dynamic deformation field measurement system may provide solid experimental support for intensive study of rock failure mechanism.
  • [1]
    HUANG Jie-fan, CHEN Gang-lin, ZHAO Yong-hong, et al. An experimental study of the strain fields development prior to failure of a marble plate under compression[J]. Tectonophysics, 1990, 175: 269–284.
    [2]
    刘冬梅, 蔡美峰, 周玉斌, 等. 岩石裂纹扩展过程的动态监测研究[J]. 岩石力学与工程学报. 2006, 25(3): 467–472. (LIU Dong-mei, CAI Mei-feng, ZHOU Yu-bin, et al. Dynamic monitoring on developing process of rock cracks[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 467–472. (in Chinese))
    [3]
    WANG Ren, ZHAO Yu-sheng, CHEN Yong, et al. Experiment and finite element simulation of X-type shear fractures from a crack in marble[J]. Tectonophysics, 1987, 144: 141–150.
    [4]
    陈 顒, 阎 虹. 实验室中岩石破裂的变形前兆. 地球物理学报, 1989, 32(增刊1): 246–251. (CHEN Yong, YAN Hong. Deformation precursor of rock failure in laboratory[J]. Chinese Journal of Geophysics (Acta Geophysica Sinica),1989, 32(S1): 246–251. (in Chinese))
    [5]
    励 争, 苏先基, 王 仁. 动态光弹性方法的主应力分离的研究[J]. 力学学报, 1994, 26(1): 60–69. (LI Zheng, SU Xian-ji, WANG Ren. Separation of principal stresses in dynamic photoelasticity[J]. Acta Mechanica Sinica, 1994, 26(1): 60–69. (in Chinese))
    [6]
    孟祥跃. 反射型云纹法在岩石爆破机理研究中的应用[J]. 爆炸与冲击, 1994, 14(3): 193–198. (MENG Xiang-yue. Application of dynamic reflection moire method in studying rock blasting mechanism[J]. Explosion and Shock Waves, 1994, 14(3): 193–198. (in Chinese))
    [7]
    SUTTON M A, CHENG M, MCNEIL S R, et al. Application of an optimized digital correlation method to planar deformation analysis[J]. Image Vis Comput, 1986, 4: 143–156.
    [8]
    马少鹏, 金观昌, 潘一山. 岩石材料基于天然散斑场的变形观测方法研究[J]. 岩石力学与工程学报, 2002, 21(6): 792–796. (MA Shao-peng, JIN Guan-chang, PAN Yi-shan. Deformation measurement method for rock materials based on natural speckle patten[J]. Chinese Journal of Rock Mechanics and Engineering. 2002, 21(6): 792–796. (in Chinese))
    [9]
    马少鹏, 赵永红, 金观昌, 等. 光测方法在岩石力学实验观测中的应用述评[J]. 岩石力学与工程学报, 2005, 24(10): 1794–1799. (MA Shao-peng, ZHAO Yong-hong, JIN Guan-chang, et al. Review on application of optical measurement methods to experimental inspection of rock mechanics[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(10): 1794–1799. (in Chinese))
    [10]
    MA Shao-peng, ZHAO Yong-hong, JIN Guan-chang. The Geo-DSCM system and its application to the deformation measurement of rock mechanics[J]. Int J Rock Mech & Min Sci, 2004, 41(3): 411–412.
    [11]
    LEE Dongyeon, TIPPUR Hareesh V, KIRUGULIGE Madhu. Experimental study of dynamic crack growth in unidirectional graphite/epoxy composites using digital image correlation method and high-speed photography[J]. Journal of Composite Materials, 2009, 43(19): 2081–2108.
    [12]
    郭文婧, 马少鹏, 康永军, 等. 基于数字散斑相关方法的虚拟引伸计及其在岩石裂纹动态观测中的应用[J]. 岩土力学, 2011, 32(10): 3196–3200. (GUO Wen-jing, MA Shao-peng, KANG Yong-jun, et al. Virtual extensometer based on digital speckle correlation method and its application to deformation field evolution of rock specimen[J]. Rock and Soil Mechanics, 2011, 32(10): 3196–3200. (in Chinese))
    [13]
    MA Shao-peng, GUO Wen-jing, SONG Yi-min, et al. Dynamic critical crack tip opening angle of rock under medium-low loading speed[J]. Acta Mechanica Solida Sinica, 2010, 23(S1): 234–239.
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