A CNN-based lamb wave processing model for field monitoring of fatigue cracks in orthotropic steel bridge decks

被引:9
作者
Shi, Linze [3 ]
Cheng, Bin [1 ,2 ,3 ]
Li, Derui [3 ]
Xiang, Sheng [3 ]
Liu, Tiancheng [4 ]
Zhao, Qibin [5 ]
机构
[1] Shanghai Jiao Tong Univ, State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
[2] Shanghai Jiao Tong Univ, Shanghai Key Lab Digital Maintenance Bldg & Infras, Shanghai 200240, Peoples R China
[3] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200240, Peoples R China
[4] China Commun Construct Co, Highway Bridges Natl Engn Res Ctr CO Ltd, Highway Bridges Natl Engn Res Ctr, Beijing 100011, Peoples R China
[5] RIKEN Ctr Adv Intelligence Project, Tokyo, Japan
基金
国家重点研发计划;
关键词
Orthotropic steel bridge decks; Fatigue crack identification; Field monitoring; Lamb waves; Convolutional neural network model; DAMAGE;
D O I
10.1016/j.istruc.2023.105146
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Orthotropic steel bridge decks (OSDs) are prone to fatigue cracking under vehicle cyclic loads, and hence, fatigue crack monitoring is important, especially for the identification of crack growth. To achieve the intelligent monitoring of fatigue cracks in OSDs, Lamb wave technology equipped with machine learning algorithms was proposed in this study. A convolutional neural network (CNN) model with three functional layers was constructed, where a convolution layer was used to eliminate ambient noise disruption from wave feature data, a feature pooling layer to enhance wave features, and a full connection layer to identify crack dimension. The optimal time and frequency parameters of the feature pooling layer were determined based on numerical simulation data and, therefore, could be applied in general situations. In comparisons through field monitoring with continuous wavelet transform (CWT) and continuous Fourier transform (CFT) algorithms, the wave features obtained by the CNN model are more regularized and less fluctuant. The fatigue crack length identification errors of the CNN model are within 1 mm, which are smaller than those of the other algorithms. The CNN model obtains the highest accuracy rates under various loss thresholds. The proposed model also demonstrates superior identification accuracy in comparison to other existing methods. Consequently, when combined with Lamb wave technology, the model can therefore be suitable to applied in the fatigue crack monitoring of real OSDs.
引用
收藏
页数:12
相关论文
共 30 条
[1]   Reference-Free Damage Identification in Plate-Like Structures Using Lamb-Wave Propagation with Embedded Piezoelectric Sensors [J].
Alem, Behrouz ;
Abedian, Ali ;
Nasrollahi-Nasab, Komeil .
JOURNAL OF AEROSPACE ENGINEERING, 2016, 29 (06)
[2]   An Experimental Study of Damage Detection on Typical Joints of Jackets Platform Based on Electro-Mechanical Impedance Technique [J].
Ali, Liaqat ;
Khan, Sikandar ;
Iqbal, Naveed ;
Bashmal, Salem ;
Hameed, Hamad ;
Bai, Yong .
MATERIALS, 2021, 14 (23)
[3]  
[程斌 Cheng Bin], 2022, [力学学报, Chinese Journal of Theoretical and Applied Mechanics], V54, P1040
[4]   Stringer Longitudinal Bending-Induced Fatigue Failure of Stringer-to-Floor Beam Welded Connections in Orthotropic Steel Railway Bridge Decks [J].
Cheng, Bin ;
Cao, Xinger ;
Ye, Xinghan ;
Cao, Yishan ;
Teng, Nianguan .
JOURNAL OF BRIDGE ENGINEERING, 2019, 24 (06)
[5]   Fatigue tests of welded connections between longitudinal stringer and deck plate in railway bridge orthotropic steel decks [J].
Cheng, Bin ;
Cao, Xinger ;
Ye, Xinghan ;
Ca, Yishan .
ENGINEERING STRUCTURES, 2017, 153 :32-42
[6]   Experimental study on fatigue failure of rib-to-deck welded connections in orthotropic steel bridge decks [J].
Cheng, Bin ;
Ye, Xinghan ;
Cao, Xinger ;
Mbako, Dibu Dave ;
Cao, Yishan .
INTERNATIONAL JOURNAL OF FATIGUE, 2017, 103 :157-167
[7]   Damage imaging in skin-stringer composite aircraft panel by ultrasonic-guided waves using deep learning with convolutional neural network [J].
Cui, Ranting ;
Azuara, Guillermo ;
Lanza di Scalea, Francesco ;
Barrera, Eduardo .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2022, 21 (03) :1123-1138
[8]  
Duan Lan, 2020, Journal of Traffic and Transportation Engineering, V20, P60, DOI 10.19818/j.cnki.1671-1637.2020.01.004
[9]  
Feng Q, 2018, Grouting compactness monitoring of concrete-filled steel tube arch bridge using electro-mechanical impedance technique, P541
[10]  
Fisher JW, 2015, ADV STEEL CONSTR, V11, P250