Distributed fiber optic crack sensor for concrete structures

Zhang, Wentao; Dai, Jingyun; Xu, Hua; Sun, Baochen; Du, Yanliang

doi:10.1117/12.757864

Cited by 2 publications

(1 citation statement)

References 6 publications

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“…Optical fiber sensing technology can be divided into two types: distributed and point [21][22][23]. Distributed optical fiber sensing technology for crack monitoring includes OTDR (optical time-domain reflectometer) [24,25], BOTDR (Brillouin optical timedomain reflectometer) [26,27], BOTDA (Brillouin optical time-domain analysis) [28][29][30], BOFDA (Brillouin optical frequency-domain analysis) [31], and BOCDA (Brillouin optical correlation-domain analysis) [32].…”

Section: Introductionmentioning

confidence: 99%

Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors

Zhang

Xiong

2018

Shock and Vibration

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Reinforced concrete structural elements, as an important component of buildings and structures, require inspection for the purposes of crack detection which is an important part of structural health monitoring. Now existing crack detection methods usually use a single technology and can only detect internal or external cracks. In this paper, the authors propose a new sensing system combining BOFDA (Brillouin optical frequency-domain analysis) and FBG (fiber Bragg grating) technology, which are used to detect internal and surface cracks and their development in reinforced concrete structures, and an attempt is made to estimate the width of surface cracks. In these experiments, a special reinforced concrete beam structure was designed by the author for crack detection under load. Four continuous distributed optical fibers are fixed on the steel skeleton, which is located within the reinforced concrete beam. Three FBG sensors are fixed on the lower surface of the beam, near its centre. By analysing the sensor data, it can be found that the BOFDA-distributed fiber can be used to detect internal cracking before surface cracking, and the difference between scans can be used to judge the time of onset of internal cracking, but the relative error in position is about 5%, while the FBG sensor can detect the cracking time of microcracks on the lower surface in near-real-time and can be used to calculate the crack width. Through the experiment, it is found that if the combination of BOFDA and FBG technology is adopted, we can initially use the strain data obtained by multiple groups of BOFDA monitoring to predict the general location of the internal cracks, then to monitor the exact location of the surface cracks by FBG in the medium term, and to estimate the width of the final expansion of the cracks finally.

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