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author:

Guo, Y. (Guo, Y..) [1] | Chen, X. (Chen, X..) [2] | Wu, J. (Wu, J..) [3] | Ji, T. (Ji, T..) [4] | Ning, Y. (Ning, Y..) [5]

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Abstract:

To investigate the possibility of quantitative monitoring of the fracture process zone (FPZ) at the shotcrete-rock interface, the acoustic emission (AE) and digital image correlation (DIC) are used to monitor the three-point bending test of shotcrete-rock specimens. Firstly, the AE intensity signal characteristics during damage to the shotcrete-rock interface are analyzed. Then, the spatial b-value of AE is used to visually characterize the shotcrete-rock interface damage, and the interface damage characteristics of two specimens, shotcrete-granite and shotcrete-sandstone, are analyzed using this analysis method. The analysis reveals that not only the AE spatial b-value can determine the location of microdamage within the interface but it can also characterize the degree of damage. Finally, a new parameter, Tb-value, is constructed based on the AE spatial b-value to quantitatively characterize the FPZ, and the newly established characterization method is validated with the FPZ monitored by DIC. The results show that the Tb-value not only locates and visually characterizes the location of the FPZ within the specimen but also enables the quantitative determination of the FPZ. This provides a new idea for localizing and quantitatively monitoring cracks and FPZs inside structures using AE techniques.  © 2023 Yuzhu Guo et al.

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  • [ 1 ] [Guo Y.]School of Civil Engineering, Changsha University of Science & Technology, Changsha, 410114, China
  • [ 2 ] [Chen X.]College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China
  • [ 3 ] [Wu J.]College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China
  • [ 4 ] [Ji T.]Department of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 5 ] [Ning Y.]Zhejiang Communications Construction Group Co., Ltd., Hangzhou, 310051, China

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Structural Control and Health Monitoring

ISSN: 1545-2255

Year: 2023

Volume: 2023

4 . 6

JCR@2023

4 . 6 0 0

JCR@2023

JCR Journal Grade:1

CAS Journal Grade:2

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SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

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Chinese Cited Count:

30 Days PV: 7

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