Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors

Horizontal deformation is a key parameter in the structural assessment of concrete piles, especially in landslide cases. However, the existing deformation-monitoring methods cannot satisfy the demands of long-term monitoring. Therefore, a new method based on distributed optical-fibre sensing technol...

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Main Authors: Yongsheng Tang, Mengfei Cao, Bo Li, Xuhui Chen, Zhenyu Wang
Format: Article
Language:English
Published: MDPI AG 2023-09-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/13/10/2454
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author Yongsheng Tang
Mengfei Cao
Bo Li
Xuhui Chen
Zhenyu Wang
author_facet Yongsheng Tang
Mengfei Cao
Bo Li
Xuhui Chen
Zhenyu Wang
author_sort Yongsheng Tang
collection DOAJ
description Horizontal deformation is a key parameter in the structural assessment of concrete piles, especially in landslide cases. However, the existing deformation-monitoring methods cannot satisfy the demands of long-term monitoring. Therefore, a new method based on distributed optical-fibre sensing technology is proposed for the long-term monitoring of the horizontal deformation of concrete piles. First, a distributed long-gauge optical-fibre sensor is embedded into a fibre-reinforced polymer (FRP) for the excellent distributed strain measurement of the concrete piles in damage cases, such as concrete cracking and reinforcement yielding. Second, based on the typical Winkler beam model, a calculation theory can be constructed for the horizontal deformation of the concrete piles with the input of the strain measurement. Lastly, the proposed method is verified via finite element simulation and static experiments in a laboratory, and the results show good accuracy. Before the case of reinforcement yielding, the largest measurement error of deformation is about 1 mm. It can be up to several millimetres after reinforcement yielding due to the large gap between the calculation model and the actual structure, while the relative measurement error is only about 10%. Due to the distributed strain measurement, the inside horizontal deformation distribution of the concrete piles can be monitored online with the proposed method to implement a detailed assessment of the pile health. Additionally, considering the excellent long-term performance of FRPs and optical-fibre sensors, the proposed method can be applied for the long-term deformation monitoring of concrete piles.
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spelling doaj.art-28d2b6c9cefa4b5991e702fd2f760bc82023-11-19T15:54:36ZengMDPI AGBuildings2075-53092023-09-011310245410.3390/buildings13102454Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre SensorsYongsheng Tang0Mengfei Cao1Bo Li2Xuhui Chen3Zhenyu Wang4College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaChina Design Group Corporation Limited, Nanjing 210014, ChinaCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaCollege of Civil and Transportation Engineering, Hohai University, Nanjing 210098, ChinaHorizontal deformation is a key parameter in the structural assessment of concrete piles, especially in landslide cases. However, the existing deformation-monitoring methods cannot satisfy the demands of long-term monitoring. Therefore, a new method based on distributed optical-fibre sensing technology is proposed for the long-term monitoring of the horizontal deformation of concrete piles. First, a distributed long-gauge optical-fibre sensor is embedded into a fibre-reinforced polymer (FRP) for the excellent distributed strain measurement of the concrete piles in damage cases, such as concrete cracking and reinforcement yielding. Second, based on the typical Winkler beam model, a calculation theory can be constructed for the horizontal deformation of the concrete piles with the input of the strain measurement. Lastly, the proposed method is verified via finite element simulation and static experiments in a laboratory, and the results show good accuracy. Before the case of reinforcement yielding, the largest measurement error of deformation is about 1 mm. It can be up to several millimetres after reinforcement yielding due to the large gap between the calculation model and the actual structure, while the relative measurement error is only about 10%. Due to the distributed strain measurement, the inside horizontal deformation distribution of the concrete piles can be monitored online with the proposed method to implement a detailed assessment of the pile health. Additionally, considering the excellent long-term performance of FRPs and optical-fibre sensors, the proposed method can be applied for the long-term deformation monitoring of concrete piles.https://www.mdpi.com/2075-5309/13/10/2454concrete pilehorizontal deformation monitoringFRP-packaged distributed optical-fibre sensordistributed strain measurementlandslide
spellingShingle Yongsheng Tang
Mengfei Cao
Bo Li
Xuhui Chen
Zhenyu Wang
Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
Buildings
concrete pile
horizontal deformation monitoring
FRP-packaged distributed optical-fibre sensor
distributed strain measurement
landslide
title Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
title_full Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
title_fullStr Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
title_full_unstemmed Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
title_short Horizontal Deformation Monitoring of Concrete Pile with FRP-Packaged Distributed Optical-Fibre Sensors
title_sort horizontal deformation monitoring of concrete pile with frp packaged distributed optical fibre sensors
topic concrete pile
horizontal deformation monitoring
FRP-packaged distributed optical-fibre sensor
distributed strain measurement
landslide
url https://www.mdpi.com/2075-5309/13/10/2454
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AT boli horizontaldeformationmonitoringofconcretepilewithfrppackageddistributedopticalfibresensors
AT xuhuichen horizontaldeformationmonitoringofconcretepilewithfrppackageddistributedopticalfibresensors
AT zhenyuwang horizontaldeformationmonitoringofconcretepilewithfrppackageddistributedopticalfibresensors