Rock crack type identification by Gaussian process learning on acoustic emission

被引:19
作者
Jiang, Jianqing [1 ]
Su, Guoshao [1 ]
Yan, Zhaofu [1 ]
Zheng, Zhi [1 ]
Hu, Xiaochuan [2 ]
机构
[1] Guangxi Univ, Coll Civil Engn & Architecture, Guangxi Prov Engn Res Secur Ctr Water Intelligent, Key Lab Disaster Prevent & Struct Saftey,Minist Ed, Nanning 530004, Guangxi, Peoples R China
[2] China Second Engn Bur LTD, Civil Engn Grp Corp, Beijing 101100, Peoples R China
基金
中国国家自然科学基金;
关键词
Rock failure; Crack type identification; Acoustic emission; Gaussian process; VARIATIONAL MODE DECOMPOSITION; MOMENT TENSOR ANALYSIS; PATTERN-RECOGNITION; CLASSIFICATION; CONCRETE; PREDICTION; ENTROPY; STRESS;
D O I
10.1016/j.apacoust.2022.108926
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A good understanding of crack development helps reveal the mechanism of different rock failures. Identification of crack types (tensile or shear) can be a useful tool for characterizing the crack development process. In this work, we employed AE (acoustic emission) pattern identification to detect the crack type during the granite failure. First, three-point bend tests and direct shear tests were performed on granite to capture the characteristics of the AE signal corresponding to the tensile cracks and shear cracks, respectively. Analysis of the acquired AE signals shows that the VMD-based SampEn (the sample entropy of AE signals decomposed using variational mode decomposition) for tensile cracks differs considerably from that for the shear cracks. Then, we developed a recognition model based on the Gaussian process to detect the crack type during rock failure using VMD-based SampEn and amplitude as feature indexes. The proposed approach was then used to identify the crack type during rock failure in a three-point bend test. The results demonstrate that the fraction of tensile cracks in three-point bend tests is greater than 90%, comparable with other research findings, demonstrating that the suggested recognition model is feasible for capturing tensile and shear crack types during rock failure. In addition, the proposed technique is used to characterize crack development during the rockburst process, and the findings show that rockburst involves a shift from outward tensile cracks to interior shear cracks. This finding is consistent with those found in prior research, indicating that the proposed strategy is feasible. (c) 2022 Elsevier Ltd. All rights reserved.
引用
收藏
页数:16
相关论文
共 45 条
[1]   Classification of cracking mode in concrete by acoustic emission parameters [J].
Aggelis, Dimitrios G. .
MECHANICS RESEARCH COMMUNICATIONS, 2011, 38 (03) :153-157
[2]   Moment tensor analysis of acoustic emission in concrete specimens failed in four-point bending [J].
Beck, P ;
Lark, RJ ;
Holford, KM .
DAMAGE ASSESSMENT OF STRUCTURES, PROCEEDINGS, 2003, 245-2 :443-450
[3]   Health monitoring of FRP using acoustic emission and artificial neural networks [J].
de Oliveira, R. ;
Marques, A. T. .
COMPUTERS & STRUCTURES, 2008, 86 (3-5) :367-373
[4]   Variational Mode Decomposition [J].
Dragomiretskiy, Konstantin ;
Zosso, Dominique .
IEEE TRANSACTIONS ON SIGNAL PROCESSING, 2014, 62 (03) :531-544
[5]   Fracture mode identification in cementitious materials using supervised pattern recognition of acoustic emission features [J].
Farhidzadeh, Alireza ;
Mpalaskas, Anastasios C. ;
Matikas, Theodore E. ;
Farhidzadeh, Hamidreza ;
Aggelis, Dimitrios G. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 67 :129-138
[6]   Monitoring Crack Propagation in Reinforced Concrete Shear Walls by Acoustic Emission [J].
Farhidzadeh, Alireza ;
Dehghan-Niri, Ehsan ;
Salamone, Salvatore ;
Luna, Bismarck ;
Whittaker, Andrew .
JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (12)
[7]   Gaussian Mixture Modeling of Acoustic Emissions for Structural Health Monitoring of Reinforced Concrete Structures [J].
Farhidzadeh, Alireza ;
Dehghan-Niri, Ehsan ;
Salamone, Salvatore .
SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2013, 2013, 8692
[8]   A probabilistic approach for damage identification and crack mode classification in reinforced concrete structures [J].
Farhidzadeh, Alireza ;
Salamone, Salvatore ;
Singla, Puneet .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2013, 24 (14) :1722-1735
[9]   A Novel Experimental Technique to Simulate Pillar Burst in Laboratory [J].
He, M. C. ;
Zhao, F. ;
Cai, M. ;
Du, S. .
ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (05) :1833-1848
[10]   Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions [J].
He, M. C. ;
Miao, J. L. ;
Feng, J. L. .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2010, 47 (02) :286-298