A New Definition of Damage Variable for Rock Material Based on the Spatial Characteristics of Deformation Fields

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Abstract:

Considering with the spatial characteristics of concentrated deformation field caused by the micro-cracks concentration and localization in rock, a new damage variable is defined based on the standard deviation of the strain fields of rock specimen surface during loading. When digital speckle correlation method (DSCM) is used to measure the deformation fields of rock specimen, the damage variable definition in this paper takes great advantages on damage measurement of rock methods. Using the new methods, the damage of rock would be measured for the whole loading process and the experiment is easy to be implemented. The validity of the proposed damage variable is verified by the experimental results on column-shaped marble specimen subject to uniaxial compression.

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Periodical:

Advanced Materials Research (Volumes 146-147)

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865-868

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Online since:

October 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zhao Yonghong, Huang Jiefan, et al: Int. J. Rock Min. Sci. & Geomech. Abstr Vol. 30 (1993), P. 877.

Google Scholar

[2] Ma Shaopeng, Zhou Hui: Chinese Journal of Rock Mechanics and Engineering Vol. 27 (2008), P. 1667.

Google Scholar

[3] Ge Xiurun, Ren Jianxi, Pu Yibin, et al: Mesoscopic Damage Mechanics Macro Geotechnical Tests (Science Press, BeiJing 2004).

Google Scholar

[4] Yuan Jianxin: Rock and Soil Mechanics Vol. 14 (1993), P. 1.

Google Scholar

[5] Liu Dongmei, Gong Yongsheng, Xie Jinping: Jiangxi Nonferrous Metals Vol. 14 (2000), P. 1.

Google Scholar

[6] Yang Gengshe: Journal of Chang'an University (Natural Science Edition) Vol. 23 (2003), P. 47.

Google Scholar

[7] Xie Heping: Damage Mechanics of Rock Concrete (China University of Mining and Technology Press, XuZhou 1990).

Google Scholar

[8] Kawakata H, Cho A, Yanagidani T, et al: Int. J. Rock Mech. & Min. Sci Vol. 34 (1997), P. 151.

Google Scholar

[9] Zhao Yangsheng, Meng Qiaorong, et al: Chinese Journal of Rock Mechanics and Engineering Vol. 27 (2008), P. 28.

Google Scholar

[10] Xu Xianghong: Effects of Mesoscopic Heterogeneity on Macroscopic Deformation, Damage and Catastrophic Failure of Rock (Institute of Mechanics, China Academy of Sciences 2005).

Google Scholar

[11] Zhang Ming, Li Zhongkui, et al: Chinese Journal of Rock Mechanics and Engineering, Vol. 25 (2006), P. 2493.

Google Scholar

[12] Sutton M A. Digital Image Correlation for Shape and Deformation Measurements (Springer Handbook of Experimental Solid Mechanics 2008).

DOI: 10.1007/978-0-387-30877-7_20

Google Scholar

[13] Ma Shaopeng, Zhao Yonghong, Jin Guanchang, Pan Yishan, Wang Laigui: Chinese Journal of Rock Mechanics and Engineering Vol. 24 (2005), P. 1794.

Google Scholar