Vibration-based FRP debonding detection using a Q-learning evolutionary algorithm

被引:16
作者
Ding, Zhenghao [1 ]
Li, Lingfang [1 ]
Wang, Xiaoyou [1 ]
Yu, Tao [1 ]
Xia, Yong [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
关键词
FRP strengthened structures; Bonding condition; Q-learning; Evolutionary algorithm; Vibration properties; STRUCTURAL DAMAGE IDENTIFICATION; CONCRETE BEAMS; MODAL-ANALYSIS; REGULARIZATION; THERMOGRAPHY; LOCALIZATION; DURABILITY; PARAMETER; SELECTION; BRIDGE;
D O I
10.1016/j.engstruct.2022.115254
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The secured bonding between the externally bonded fiber reinforced polymer (FRP) and the host structure is critical to provide the composite action of the FRP strengthened structure. Conventional FRP debonding assessment is usually based on nondestructive testing methods, which have limited sensing coverage and thus cannot detect debonding far away from the sensors. In this study, the global vibration-based method is developed to identify the debonding condition of FRP strengthened structures for the first time. An FRP strengthened cantilever steel beam was tested in the laboratory. As debonding damage is non-invertible, a series of FRP debonding scenarios were specially designed by a stepwise bonding procedure in an inverse sequence. In each scenario, the first six natural frequencies and mode shapes were extracted from the modal testing and used for detecting the simulated debonding damage via the model updating technique. An l0.5 regularization is adopted to enforce sparse damage detection. A new Q-learning evolutionary algorithm is developed to solve the optimi-zation problem by integrating the K-means clustering, Jaya, and the tree seeds algorithms. The experimental results show that the debonding condition of the FRP strengthened beam can be accurately located and quan-tified in all debonding scenarios. The present study provides a new FRP debonding detection approach.
引用
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页数:12
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