A New Method to Calculate Damage Variable with Unload/Load Response Ratio

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Abstract:

As an exploration and extension of load/unload response ratio theory, unload/ load response ratio theory (ULRR for short) is introduced firstly, and the relationship between ULRR (Y′) and elastic modulus (E for short) is obtained. Based on the basic theory of damage mechanics,the relationship between ULRR and damage variable (D for short) is set up and analyzed with the relationship between E and D. The unloading and loading experiments on a two-story structure carried out in the University of Naples in Italy are introduced;and calculated damage variable is compared with that calculated by Zhang Langping who put forward Weibull distribution as random distribution function. The results show that damage variable of the structure keep highly consistent with calculations of these two methods. Therefore, the relationship between Y′and D provides a new approach to a health assessment to catastrophic failure of large-scale structures and prediction of engineering.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

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2040-2043

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] EBERHARDT E, STEAD D, STIMPSON B. Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression[J]. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(3): 361-380.

DOI: 10.1016/s0148-9062(99)00019-4

Google Scholar

[2] Yongjie Yang, Yang Song, Jun Chu. Experimental study of characteristics of strength and deformation of coal under cyclic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1): 201-205. (in Chinese).

Google Scholar

[3] Bin Wang, Jiebing Zhu, Aiqing Wu, et al. Experimental study of mechanical properties of Jinping marble under loading and unloading stress paths[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(10): 2138-2145. (in Chinese).

Google Scholar

[4] Hongqiang Xie, Jiangda He, Jin Xu. Deformation characteristics of rock under loading and unloading conditions and experimental study of mechanical parameters[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(3): 336-338. (in Chinese).

Google Scholar

[5] Xiangchu Yin, Can Yin. Instability precursor of nonlinear system and earthquake prediction [J]. Science in China (B), 1991 (5): 512-518. (in Chinese).

Google Scholar

[6] Keqiang He, Dunyun Zhou, Sijing Wang. Features of load-unload response ratio and its significance in predication of colluvial landslide induced by rainfall[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(16): 2665-2670. (in Chinese).

Google Scholar

[7] Langping Zhang, Xiangchu Yin, Naigang Liang. Study on Relationship between Load/ Unload Response Ratio and Damage Variable [J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(9): 1874-1881. (in Chinese).

Google Scholar