A wireless passive sensing system for displacement/strain measurement in reinforced concrete members

In this study, we show a wireless passive sensing system embedded in a reinforced concrete member successfully being employed for the measurement of relative displacement and strain in a simply supported beam experiment. The system utilizes electromagnetic coupling between the transceiver antenna lo...

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Main Authors: Ozbey, Burak, Erturk, Vakur B., Demir, Hilmi Volkan, Altintas, Ayhan, Kurc, Ozgur
Other Authors: School of Electrical and Electronic Engineering
Format: Article
Language:English
Published: 2018
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Online Access:https://hdl.handle.net/10356/80450
http://hdl.handle.net/10220/46536
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-804502022-02-16T16:28:49Z A wireless passive sensing system for displacement/strain measurement in reinforced concrete members Ozbey, Burak Erturk, Vakur B. Demir, Hilmi Volkan Altintas, Ayhan Kurc, Ozgur School of Electrical and Electronic Engineering Wireless Passive Sensors Metamaterial Based Sensors DRNTU::Engineering::Electrical and electronic engineering In this study, we show a wireless passive sensing system embedded in a reinforced concrete member successfully being employed for the measurement of relative displacement and strain in a simply supported beam experiment. The system utilizes electromagnetic coupling between the transceiver antenna located outside the beam, and the sensing probes placed on the reinforcing bar (rebar) surface inside the beam. The probes were designed in the form of a nested split-ring resonator, a metamaterial-based structure chosen for its compact size and high sensitivity/resolution, which is at µm/microstrains level. Experiments were performed in both the elastic and plastic deformation cases of steel rebars, and the sensing system was demonstrated to acquire telemetric data in both cases. The wireless measurement results from multiple probes are compared with the data obtained from the strain gages, and an excellent agreement is observed. A discrete time measurement where the system records data at different force levels is also shown. Practical issues regarding the placement of the sensors and accurate recording of data are discussed. The proposed sensing technology is demonstrated to be a good candidate for wireless structural health monitoring (SHM) of reinforced concrete members by its high sensitivity and wide dynamic range. Published version 2018-11-02T05:44:59Z 2019-12-06T13:49:43Z 2018-11-02T05:44:59Z 2019-12-06T13:49:43Z 2016 Journal Article Ozbey, B., Erturk, V. B., Demir, H. V., Altintas, A., & Kurc, O. (2016). A Wireless Passive Sensing System for Displacement/Strain Measurement in Reinforced Concrete Members. Sensors, 16(4), 496-. doi:10.3390/s16040496 1424-8220 https://hdl.handle.net/10356/80450 http://hdl.handle.net/10220/46536 10.3390/s16040496 27070615 en Sensors © 2016 by the authors; licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC-BY) license (http://creativecommons.org/licenses/by/4.0/). 17 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Wireless Passive Sensors
Metamaterial Based Sensors
DRNTU::Engineering::Electrical and electronic engineering
spellingShingle Wireless Passive Sensors
Metamaterial Based Sensors
DRNTU::Engineering::Electrical and electronic engineering
Ozbey, Burak
Erturk, Vakur B.
Demir, Hilmi Volkan
Altintas, Ayhan
Kurc, Ozgur
A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
description In this study, we show a wireless passive sensing system embedded in a reinforced concrete member successfully being employed for the measurement of relative displacement and strain in a simply supported beam experiment. The system utilizes electromagnetic coupling between the transceiver antenna located outside the beam, and the sensing probes placed on the reinforcing bar (rebar) surface inside the beam. The probes were designed in the form of a nested split-ring resonator, a metamaterial-based structure chosen for its compact size and high sensitivity/resolution, which is at µm/microstrains level. Experiments were performed in both the elastic and plastic deformation cases of steel rebars, and the sensing system was demonstrated to acquire telemetric data in both cases. The wireless measurement results from multiple probes are compared with the data obtained from the strain gages, and an excellent agreement is observed. A discrete time measurement where the system records data at different force levels is also shown. Practical issues regarding the placement of the sensors and accurate recording of data are discussed. The proposed sensing technology is demonstrated to be a good candidate for wireless structural health monitoring (SHM) of reinforced concrete members by its high sensitivity and wide dynamic range.
author2 School of Electrical and Electronic Engineering
author_facet School of Electrical and Electronic Engineering
Ozbey, Burak
Erturk, Vakur B.
Demir, Hilmi Volkan
Altintas, Ayhan
Kurc, Ozgur
format Article
author Ozbey, Burak
Erturk, Vakur B.
Demir, Hilmi Volkan
Altintas, Ayhan
Kurc, Ozgur
author_sort Ozbey, Burak
title A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
title_short A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
title_full A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
title_fullStr A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
title_full_unstemmed A wireless passive sensing system for displacement/strain measurement in reinforced concrete members
title_sort wireless passive sensing system for displacement/strain measurement in reinforced concrete members
publishDate 2018
url https://hdl.handle.net/10356/80450
http://hdl.handle.net/10220/46536
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