Cargando…
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...
Autores principales: | , , |
---|---|
Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
MDPI
2019
|
Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6749508/ https://www.ncbi.nlm.nih.gov/pubmed/31438613 http://dx.doi.org/10.3390/s19173645 |
_version_ | 1783452294932594688 |
---|---|
author | Noh, Hyeon Woo Kim, Min Kyoung Kim, Dong Joo |
author_facet | Noh, Hyeon Woo Kim, Min Kyoung Kim, Dong Joo |
author_sort | Noh, Hyeon Woo |
collection | PubMed |
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. Accordingly, this study compared the performance of four electrode types—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)—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(2)), whereas the CC1 electrode exhibited a higher strain-sensing capacity (GF(1)), 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. |
format | Online Article Text |
id | pubmed-6749508 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2019 |
publisher | MDPI |
record_format | MEDLINE/PubMed |
spelling | pubmed-67495082019-09-27 Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load Noh, Hyeon Woo Kim, Min Kyoung Kim, Dong Joo Sensors (Basel) Article 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. Accordingly, this study compared the performance of four electrode types—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)—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(2)), whereas the CC1 electrode exhibited a higher strain-sensing capacity (GF(1)), 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. MDPI 2019-08-21 /pmc/articles/PMC6749508/ /pubmed/31438613 http://dx.doi.org/10.3390/s19173645 Text en © 2019 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/). |
spellingShingle | Article Noh, Hyeon Woo Kim, Min Kyoung Kim, Dong Joo Comparative Performance of Four Electrodes for Measuring the Electromechanical Response of Self-Damage Detecting Concrete under Tensile Load |
title | 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_short | 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 |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6749508/ https://www.ncbi.nlm.nih.gov/pubmed/31438613 http://dx.doi.org/10.3390/s19173645 |
work_keys_str_mv | AT nohhyeonwoo comparativeperformanceoffourelectrodesformeasuringtheelectromechanicalresponseofselfdamagedetectingconcreteundertensileload AT kimminkyoung comparativeperformanceoffourelectrodesformeasuringtheelectromechanicalresponseofselfdamagedetectingconcreteundertensileload AT kimdongjoo comparativeperformanceoffourelectrodesformeasuringtheelectromechanicalresponseofselfdamagedetectingconcreteundertensileload |