Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load

Self-damage or/and stress-sensing concrete is a promising area of research for measuring the electromechanical response of structural materials using more robust sensors. However, the copper and silver paste sensors widely used in such applications can be expensive and have detrimental effects on th...

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Main Authors: Hyeon Woo Noh, Min Kyoung Kim, Dong Joo Kim
Format: Article
Language:English
Published: MDPI AG 2019-08-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/19/17/3645
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spelling doaj-af537a34235944e7a263af695bcc661b2020-11-24T22:20:48ZengMDPI AGSensors1424-82202019-08-011917364510.3390/s19173645s19173645Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile LoadHyeon Woo Noh0Min Kyoung Kim1Dong Joo Kim2Department of Civil and Environmental Engineering, Sejong University, 209, Neungdong-ro, Gwangjin-gu, Seoul 05006, KoreaDepartment of Civil and Environmental Engineering, Sejong University, 209, Neungdong-ro, Gwangjin-gu, Seoul 05006, KoreaDepartment of Civil and Environmental Engineering, Sejong University, 209, Neungdong-ro, Gwangjin-gu, Seoul 05006, KoreaSelf-damage or/and stress-sensing concrete is a promising area of research for measuring the electromechanical response of structural materials using more robust sensors. However, the copper and silver paste sensors widely used in such applications can be expensive and have detrimental effects on the load carrying capacity and durability of the structural systems upon which they are installed.<b> </b>Accordingly, this study compared the performance of four electrode types&#8212;conventional copper tape with silver paste (CS), copper film with type 1 carbon tape (CC1), copper film with type 2 carbon tape (CC2), and copper wire and film with type 2 carbon tape (WC2)&#8212;to develop an economical and practical electrode for measuring the electromechanical response of self-damage-detecting concrete. The CC1 electrode exhibited comparable performance to the CS electrode in measuring the electromechanical response of self-damage-detecting concrete, despite requiring a longer polarization time (80 s) than the CS electrode (25 s). The CS electrode exhibited a higher damage-sensing capacity (GF<sub>2</sub>), whereas the CC1 electrode exhibited a higher strain-sensing capacity (GF<sub>1</sub>), as well as good damage-sensing capacity. Therefore, the CC1 electrode using copper film with type 1 carbon tape was determined to be the best alternative to the conventional CS electrode.https://www.mdpi.com/1424-8220/19/17/3645self-sensingattached electrodeself-damage detecting concretecopper materialcarbon material
collection DOAJ
language English
format Article
sources DOAJ
author Hyeon Woo Noh
Min Kyoung Kim
Dong Joo Kim
spellingShingle Hyeon Woo Noh
Min Kyoung Kim
Dong Joo Kim
Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
Sensors
self-sensing
attached electrode
self-damage detecting concrete
copper material
carbon material
author_facet Hyeon Woo Noh
Min Kyoung Kim
Dong Joo Kim
author_sort Hyeon Woo Noh
title Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
title_short Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
title_full Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
title_fullStr Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
title_full_unstemmed Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load
title_sort comparative performance of four electrodes for measuring the electromechanical response of self-damage detecting concrete under tensile load
publisher MDPI AG
series Sensors
issn 1424-8220
publishDate 2019-08-01
description Self-damage or/and stress-sensing concrete is a promising area of research for measuring the electromechanical response of structural materials using more robust sensors. However, the copper and silver paste sensors widely used in such applications can be expensive and have detrimental effects on the load carrying capacity and durability of the structural systems upon which they are installed.<b> </b>Accordingly, this study compared the performance of four electrode types&#8212;conventional copper tape with silver paste (CS), copper film with type 1 carbon tape (CC1), copper film with type 2 carbon tape (CC2), and copper wire and film with type 2 carbon tape (WC2)&#8212;to develop an economical and practical electrode for measuring the electromechanical response of self-damage-detecting concrete. The CC1 electrode exhibited comparable performance to the CS electrode in measuring the electromechanical response of self-damage-detecting concrete, despite requiring a longer polarization time (80 s) than the CS electrode (25 s). The CS electrode exhibited a higher damage-sensing capacity (GF<sub>2</sub>), whereas the CC1 electrode exhibited a higher strain-sensing capacity (GF<sub>1</sub>), as well as good damage-sensing capacity. Therefore, the CC1 electrode using copper film with type 1 carbon tape was determined to be the best alternative to the conventional CS electrode.
topic self-sensing
attached electrode
self-damage detecting concrete
copper material
carbon material
url https://www.mdpi.com/1424-8220/19/17/3645
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AT minkyoungkim comparativeperformanceoffourelectrodesformeasuringtheelectromechanicalresponseofselfdamagedetectingconcreteundertensileload
AT dongjookim comparativeperformanceoffourelectrodesformeasuringtheelectromechanicalresponseofselfdamagedetectingconcreteundertensileload
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