Intelligent framework for unsupervised damage detection in bridges using deep convolutional autoencoder with wavelet transmissibility pattern spectra

被引:2
|
作者
Li, Shuai [1 ,2 ]
Cao, Yuxi [3 ]
Gdoutos, Emmanuel E. [4 ]
Tao, Mei [2 ]
Alkayem, Nizar Faisal [5 ,6 ]
Avci, Onur [7 ]
Cao, Maosen [1 ,2 ]
机构
[1] Hohai Univ, Dept Engn Mech, Nanjing 210098, Peoples R China
[2] Chuzhou Univ, Anhui Prov Int Joint Res Ctr Data Diag & Smart Mai, Chuzhou 239000, Peoples R China
[3] Univ Washington, Dept Civil & Environm Engn, Seattle, WA 98195 USA
[4] Acad Athens, Panepistimiou 28, GR-10679 Athens, Greece
[5] Nanjing Univ Posts & Telecommun, Coll Automat, Nanjing 210046, Peoples R China
[6] Nanjing Univ Posts & Telecommun, Coll Artificial Intelligence, Nanjing 210046, Peoples R China
[7] West Virginia Univ, Dept Civil & Environm Engn, Morgantown, WV 26506 USA
基金
中国国家自然科学基金;
关键词
Bridge health monitoring; Monitoring data; Damage detection; Deep learning machine; Wavelet transmissibility pattern spectra; (WTPSs); Deep convolutional autoencoder (CAE); OPTICS clustering; BREATHING CRACK IDENTIFICATION; VIBRATION;
D O I
10.1016/j.ymssp.2024.111653
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Deep Learning has been increasingly utilized in structural damage detection. Existing relevant studies often highlight the benefits of supervised deep learning in the intelligent identification of bridge damage. Notably, however, supervised deep learning methods encounter specific challenges in processing real-world monitoring data to reflect damage. Typical challenges include: (i) the need for a large dataset derived from a vast number of labeled damaged cases, which are extremely difficult to obtain from real-world monitoring data, experiments, and numerical simulations; (ii) the inability of available damage sample spectra to fully capture the damage information underlying the dynamic responses of bridges; (iii) the likelihood of requiring manual intervention to discriminate damage from the outputs of deep learning models, which is inefficient when dealing with massive amounts of monitoring data. To address these challenges, this study proposes an intelligent unsupervised deep learning framework for damage identification in bridges. The framework is characterized by three innovative technical elements: (1) a Deep Convolutional Autoencoder (CAE) model with a hybrid loss function is developed to provide an intelligent system that can identify bridge damage without requiring a large dataset of damaged cases; (2) Wavelet transmissibility pattern spectra are established to characterize damage information embedded in dynamic responses in a more efficient manner; and (3) an Ordering Points To Identify the Clustering Structure (OPTICS)-based damage picker is proposed to achieve automatic discrimination of damage cases. The feasibility of this framework is numerically demonstrated through the detection of damage in a curved bridge, and its effectiveness is experimentally validated on a laboratory-scale suspension bridge with induced damage. The results indicate that the proposed framework can automatically and accurately identify damage in bridges. This framework provides a solution for intelligent and data-driven bridge damage detection.
引用
收藏
页数:25
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