TY - JOUR
T1 - Vibration-based FRP debonding detection using a Q-learning evolutionary algorithm
AU - Ding, Zhenghao
AU - Li, Lingfang
AU - Wang, Xiaoyou
AU - Yu, Tao
AU - Xia, Yong
N1 - Funding Information:
This work is supported by the Theme-based Research Scheme project (T22-502/18-R), RGC-GRF (Project No. 15201920) and PolyU Postdoctoral Matching Fund (Project No. W18P and Project No. 1-W172).
Publisher Copyright:
© 2022 Elsevier Ltd
PY - 2023/1/15
Y1 - 2023/1/15
N2 - 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 optimization 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 quantified in all debonding scenarios. The present study provides a new FRP debonding detection approach.
AB - 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 optimization 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 quantified in all debonding scenarios. The present study provides a new FRP debonding detection approach.
KW - Bonding condition
KW - Evolutionary algorithm
KW - FRP strengthened structures
KW - Q-learning
KW - Vibration properties
UR - http://www.scopus.com/inward/record.url?scp=85141810797&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2022.115254
DO - 10.1016/j.engstruct.2022.115254
M3 - Journal article
AN - SCOPUS:85141810797
SN - 0141-0296
VL - 275
JO - Engineering Structures
JF - Engineering Structures
M1 - 115254
ER -