Towards probabilistic data-driven damage detection in SHM using sparse Bayesian learning scheme

被引:25
|
作者
Wang, Qi-Ang [1 ,2 ]
Dai, Yang [1 ,2 ]
Ma, Zhan-Guo [1 ,2 ]
Ni, Yi-Qing [3 ,4 ]
Tang, Jia-Qi [2 ]
Xu, Xiao-Qi [2 ]
Wu, Zi-Yan [5 ]
机构
[1] China Univ Min & Technol, State Key Lab Geomech & Deep Underground Engn, Xuzhou 221008, Jiangsu, Peoples R China
[2] China Univ Min & Technol, Sch Mech & Civil Engn, Xuzhou 221008, Jiangsu, Peoples R China
[3] Hong Kong Polytech Univ, Natl Rail Transit Electrificat & Automat Engn Tec, Hong Kong Branch, Hong Kong, Peoples R China
[4] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R China
[5] Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Xian, Peoples R China
来源
基金
中国博士后科学基金;
关键词
damage detection; data-driven method; sparse Bayesian learning; structural damage index; structural health monitoring; UPDATING MODELS; IDENTIFICATION; UNCERTAINTIES; VARIABILITY; METHODOLOGY; SELECTION; BRIDGE;
D O I
10.1002/stc.3070
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Despite continuous evolution and development of structural health monitoring (SHM) technology, interpreting a huge amount of sensed data from a sophisticated SHM system to extract useful information about structural health condition remains a challenge. Aiming to resolve this problem, a novel application of probabilistic data-driven damage detection method was proposed in the context of Sparse Bayesian Learning (SBL) scheme. The framework involves constructing a new structural damage index and establishing SBL regression model as reference base only using the data acquired in health state. The construction of the structural damage index is based on damage-sensitive frequency band, which is determined by NExT using vibration monitoring data. The structure will be classified to be damaged as the structural damage index based on new data deviates from the index predicted by SBL regression reference model, and further, the Bayes factor is adopted to quantify the damage degree. In addition, the relationship between the Bayes factors and the resonance frequency change rate is investigated in detail. The proposed methodology features the following merits: (i) It is probabilistic data-driven method exempting from physical model of the structure, excitation/loading information, and (ii) it belongs to the unsupervised model in need for structural damage detection, which can be formulated using only monitoring data from health state in the absence of monitoring data from damaged state. Damage detection and discrimination capabilities of the proposed methodology are verified using field monitoring data acquired from a cable-stayed bridge. Finally, a discussion of the SBL-based approach is made and further challenges pertaining to damage detection processes in the context of SHM are identified.
引用
收藏
页数:20
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