Publicación:
Surface modification of carbon steel reinforcement of concrete

dc.contributor.authorRendón Belmonte, Mariela
dc.contributor.authorMartínez Madrid, Miguel
dc.contributor.authorPérez-Quiroz, José Trinidad
dc.contributor.authorValdez Salas, Benjamín
dc.contributor.authorJuárez Arellano, Erick Adrián
dc.contributor.authorSchorr, Miguel
dc.contributor.otherInstituto de Química Aplicada
dc.date.accessioned2026-01-27T19:18:50Z
dc.date.issued2015-03-02
dc.description.abstractPurpose – The purpose of this paper was to characterize the surface of steel reinforcement of concrete under cathodic protection (CP), submerged in seawater, to understand the surface changes due to the application of CP and their consequences on cathodic current requirements. Design/methodology/approach – Reinforced concrete specimens with applied CP were immersed in natural seawater. The experimental methodology included monitoring of corrosion potential (Ecorr); measurement of galvanic current (Igalv), protection potential (Eprotection) and the depolarization potential of steel during the time of exposure; and electrochemical impedance spectroscopy (EIS). The chemical composition of the steel surface was assessed using X-ray diffraction (XRD). Findings – The application of CP leads to the formation of a deposit on the steel surface that according to XRD results, Pourbaix diagram and physical characteristics, is a protective oxide: magnetite (Fe3O4). This oxide causes a decrease in the corrosion rate and requires application of the protection current. It was found that the surface remained protected even after eight days when the CP system was interrupted. Research limitations/implications – It is necessary to carry out analysis of the chemical composition of deposits formed on the steel surface, perhaps using X-ray photoelectron spectroscopy, Mössbauer, to verify the presence of the magnetite. Practical implications – Determination of the main cause of the decrease in current required for protection and deposit formation conditions will enable the design of a CP system to be optimized and economized. At present, the CP design considers only a constant current value for the duration of the protection time. Originality/value – CP is a technique that has proven effective for the protection of metal structures. However, little attention has been devoted to the surface changes that occur under applied CP and their impact on the electrochemical behavior of the system. This paper describes the phenomena produced at the metal surface and determines kinetic parameters and their consequences on the CP behavior.
dc.identifier.citationRendón Belmonte, M., Madrid, M. M., Pérez-Quiroz, J. T., Salas, B. V., Juarez-Arellano, E. A., & Schorr, M. (2015). Surface modification of carbon steel reinforcement of concrete. Anti-Corrosion Methods and Materials, 62(2), 69–76. https://doi.org/10.1108/acmm-11-2013-1323
dc.identifier.issn1758-4221 (En línea)
dc.identifier.urihttps://repositorio.unpa.edu.mx/handle/10598/578
dc.identifier.urlhttps://doi.org/10.1108/ACMM-11-2013-1323
dc.languageInglés
dc.publisherEmerald Publishing
dc.relation.ispartofAnti-Corrosion Methods and Materials, Vol. 62, Núm. 2
dc.rightsTodos los derechos reservados
dc.rights.holderEmerald Publishing Limited
dc.subjectAgua de mar
dc.subjectProtección catódica (CP)
dc.subjectCorriente galvánica
dc.titleSurface modification of carbon steel reinforcement of concrete
dc.typeArtículo
dspace.entity.typePublication
relation.isAuthorOfPublicationa11e8dfd-0ffb-4c9d-8a6b-000471de0e27
relation.isAuthorOfPublication.latestForDiscoverya11e8dfd-0ffb-4c9d-8a6b-000471de0e27
relation.isOrgUnitOfPublication62985656-211f-4789-b713-54400b398f21
relation.isOrgUnitOfPublication.latestForDiscovery62985656-211f-4789-b713-54400b398f21

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