An RFE-aided Transformer-SVM framework for multi-bolt connection loosening identification using wavelet entropy of vibro-acoustic modulation signals

被引:0
|
作者
Li, Xiao-Xue [1 ]
Li, Dan [2 ]
Ren, Wei-Xin [3 ]
Sun, Xiang-Tao [4 ]
机构
[1] Hefei Univ Technol, Dept Civil Engn, Hefei, Peoples R China
[2] Southeast Univ, Sch Civil Engn, 2 Southeast Univ Rd, Nanjing 211189, Peoples R China
[3] Shenzhen Univ, Sch Civil & Transportat Engn, Natl Key Lab Green & Long Life Rd Engn Extreme Env, Nanhai Rd, Shenzhen 518060, Peoples R China
[4] Tongji Univ, Dept Disaster Mitigat Struct, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
Multi-bolt connections; loosening identification; vibro-acoustic modulation; wavelet entropy; recursive feature elimination; transformer-support vector machine; FAULT-DIAGNOSIS; NEURAL-NETWORKS; JOINTS;
D O I
10.1177/13694332241269233
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To ensure structural safety and integrity, a novel framework is developed for detecting the loosening of multi-bolt connections using wavelet entropy of vibro-acoustic modulation (VAM) signals. Wavelet entropy is employed as the dynamic index to capture the intricate time-frequency characteristics that are indicative of the connection status. Taking the wavelet entropy vectors as input, the proposed framework distinguishes itself by integrating a Transformer model for high-dimensional feature extraction with the recursive feature elimination (RFE) for essential feature selection, followed by a support vector machine (SVM) model for classification. Specifically, the Transformer model with innovative positional encoding capability helps to extract the time-dependent transient features that are sensitive to the bolt loosening. The RFE process reduces the data dimensionality while discerning the diagnostic information for more accurate classification. Through the experiment on a four-bolt joint, the identification results with cross-validation showed high accuracy and robustness of the proposed framework across various loosening cases. It outperformed the traditional SVM, long short-term memory network (LSTM), convolutional neural network (CNN)-SVM models without and with RFE, as well as the Transformer-SVM model without RFE, achieving an accuracy increase of 15.72%, 11.74%, 9.47%, 5.49%, and 5.06%, respectively. The proposed framework was demonstrated to be able to learn the damage-sensitive features more effectively from wavelet entropy data, marking a significant advancement in the health monitoring of engineering structures with high-strength bolt connections.
引用
收藏
页码:89 / 103
页数:15
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