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

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...

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Main Authors: Qinghua Zhang, Ziming Xiong
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2018/6563537
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author Qinghua Zhang
Ziming Xiong
author_facet Qinghua Zhang
Ziming Xiong
author_sort Qinghua Zhang
collection DOAJ
description 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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spelling doaj-art-62031fc0a976482fa53c2f51bd3ded4c2025-02-03T01:28:46ZengWileyShock and Vibration1070-96221875-92032018-01-01201810.1155/2018/65635376563537Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG SensorsQinghua Zhang0Ziming Xiong1College of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, Jiangsu 210094, ChinaCollege of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing, Jiangsu 210094, ChinaReinforced 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.http://dx.doi.org/10.1155/2018/6563537
spellingShingle Qinghua Zhang
Ziming Xiong
Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
Shock and Vibration
title Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
title_full Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
title_fullStr Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
title_full_unstemmed Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
title_short Crack Detection of Reinforced Concrete Structures Based on BOFDA and FBG Sensors
title_sort crack detection of reinforced concrete structures based on bofda and fbg sensors
url http://dx.doi.org/10.1155/2018/6563537
work_keys_str_mv AT qinghuazhang crackdetectionofreinforcedconcretestructuresbasedonbofdaandfbgsensors
AT zimingxiong crackdetectionofreinforcedconcretestructuresbasedonbofdaandfbgsensors