Experimental Verification of GFRP Bridge Deck Panels Using an Integrated Distributed Fiber Optic Sensing System

被引:0
作者
Kulpa, Maciej [1 ]
Howiacki, Tomasz [2 ]
Rajchel, Mateusz [1 ]
Siwowski, Tomasz [1 ]
Bednarski, Lukasz [3 ]
机构
[1] Rzeszow Univ Technol, Fac Civil & Environm Engn & Architecture, Al Powstancow Warszawy 12, PL-35959 Rzeszow, Poland
[2] Cracow Univ Technol, Fac Civil Engn, ul Warszawska 24, PL-31155 Krakow, Poland
[3] AGH Univ Sci & Technol, PL-30059 Krakow, Poland
关键词
Distributed fiber optic sensing; Monolithic sensors; Embedded sensors; Strain; Displacement; Shape sensing; Mechanical testing; Glass fiber-reinforced polymer (GFRP); Bridge deck; COMPOSITE STRUCTURES; STRAIN-MEASUREMENT; DYNAMIC-RESPONSE; DAMAGE DETECTION; SENSORS; CONCRETE; BEHAVIOR; INFRASTRUCTURE; UNCERTAINTY; PERFORMANCE;
D O I
10.1061/JCCOF2.CCENG-4418
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Fiber-reinforced polymer (FRP) composites are promising materials already being used in bridge construction. Lightweight deck panels, mainly used in the rehabilitation or replacement of existing bridges, are the most commonly used FRP bridge components. However, FRP decks are prone to damage due to delamination, matrix cracking, interlaminar cracking, and debonding. In addition, due to their microstructure, FRP materials tend to deteriorate in ways that are not easily detected by visual inspection. Therefore, nondestructive methods should often complement visual inspections aimed at assessing the technical condition of the structure. New measurement techniques are constantly being researched and developed to assist in the evaluation of FRP structures. Distributed fiber optic sensing (DFOS) has been chosen as the main measurement technique of the newly developed FRP bridge deck panel because this technique provides extended advantages compared to the conventional spot gauges. The concept of a component with an integrated DFOS-based system capable of structural control and detection of overloaded vehicles has been developed and verified both in laboratory conditions. The novelty of the presented approach is that sensors (strain-sensing fibers) are precisely embedded in FRP laminates for simultaneous internal strain and vertical displacement (shape change) measurements and delamination detection. The experimental verification of a full-scale deck under static and dynamic loading is described in the paper. The performance of the DFOS system was verified using reference techniques. The results proved the system to be a reliable tool for diagnosing FRP bridge decks.
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页数:19
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