On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method

The need for proactive maintenance of reinforced concrete structures with non-destructive testing (NDT) is less disputable today than ever. One of the most promising strategies in this regard is the in-situ measurement of the reinforcement corrosion rate. This study explored the reliability of modu...

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Autores principales:	J. E. Ramón, Á. Castillo, I. Martínez
Formato:	article
Lenguaje:	EN ES
Publicado:	Consejo Superior de Investigaciones Científicas 2021
Materias:	Concrete Steel reinforcement Corrosion Durability Materials of engineering and construction. Mechanics of materials TA401-492
Acceso en línea:	https://doaj.org/article/81a9e13773774bae9c1f7955f371174e
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spelling	oai:doaj.org-article:81a9e13773774bae9c1f7955f371174e2021-12-01T14:08:11ZOn-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method10.3989/mc.2021.112210465-27461988-3226https://doaj.org/article/81a9e13773774bae9c1f7955f371174e2021-10-01T00:00:00Zhttps://materconstrucc.revistas.csic.es/index.php/materconstrucc/article/view/2333https://doaj.org/toc/0465-2746https://doaj.org/toc/1988-3226 The need for proactive maintenance of reinforced concrete structures with non-destructive testing (NDT) is less disputable today than ever. One of the most promising strategies in this regard is the in-situ measurement of the reinforcement corrosion rate. This study explored the reliability of modulated current confinement method (hereafter MCC) based on a review of in-situ measurements made with that technique in real-life structures over a 13-year period. The most prominent problems detected included defective confinement of the polarization current in low-resistivity environments and over-polarization of passive reinforcement. The findings, which showed enhancement of MCC reliability to depend on improving the electrochemical current regulation and control methodologies presently in place, are being applied to improve the design of the next generation of corrosion meters. J. E. RamónÁ. CastilloI. MartínezConsejo Superior de Investigaciones CientíficasarticleConcreteSteel reinforcementCorrosionDurabilityMaterials of engineering and construction. Mechanics of materialsTA401-492ENESMateriales de Construccion, Vol 71, Iss 344 (2021)
institution	DOAJ
collection	DOAJ
language	EN ES
topic	Concrete Steel reinforcement Corrosion Durability Materials of engineering and construction. Mechanics of materials TA401-492
spellingShingle	Concrete Steel reinforcement Corrosion Durability Materials of engineering and construction. Mechanics of materials TA401-492 J. E. Ramón Á. Castillo I. Martínez On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
description	The need for proactive maintenance of reinforced concrete structures with non-destructive testing (NDT) is less disputable today than ever. One of the most promising strategies in this regard is the in-situ measurement of the reinforcement corrosion rate. This study explored the reliability of modulated current confinement method (hereafter MCC) based on a review of in-situ measurements made with that technique in real-life structures over a 13-year period. The most prominent problems detected included defective confinement of the polarization current in low-resistivity environments and over-polarization of passive reinforcement. The findings, which showed enhancement of MCC reliability to depend on improving the electrochemical current regulation and control methodologies presently in place, are being applied to improve the design of the next generation of corrosion meters.
format	article
author	J. E. Ramón Á. Castillo I. Martínez
author_facet	J. E. Ramón Á. Castillo I. Martínez
author_sort	J. E. Ramón
title	On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
title_short	On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
title_full	On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
title_fullStr	On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
title_full_unstemmed	On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
title_sort	on-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method
publisher	Consejo Superior de Investigaciones Científicas
publishDate	2021
url	https://doaj.org/article/81a9e13773774bae9c1f7955f371174e
work_keys_str_mv	AT jeramon onsitecorrosionmonitoringexperienceinconcretestructurespotentialimprovementsonthecurrentcontrolledpolarizationresistancemethod AT acastillo onsitecorrosionmonitoringexperienceinconcretestructurespotentialimprovementsonthecurrentcontrolledpolarizationresistancemethod AT imartinez onsitecorrosionmonitoringexperienceinconcretestructurespotentialimprovementsonthecurrentcontrolledpolarizationresistancemethod
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On-site corrosion monitoring experience in concrete structures: potential improvements on the current-controlled polarization resistance method

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