Composition of Corroded Reinforcing Steel Surface in Solutions Simulating the Electrolytic Environments in the Micropores of Concrete in the Propagation Period

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Título: Composition of Corroded Reinforcing Steel Surface in Solutions Simulating the Electrolytic Environments in the Micropores of Concrete in the Propagation Period
Autor/es: Saura Gómez, Pascual | Zornoza, Emilio | Andrade, Carmen | Ferrándiz-Mas, Verónica | Garcés, Pedro
Grupo/s de investigación o GITE: Grupo de Investigación en Restauración Arquitectónica de la Universidad de Alicante. GIRAUA-CICOP | Materiales y Sistemas Constructivos de la Edificación | Durabilidad de Materiales y Construcciones en Ingeniería y Arquitectura
Centro, Departamento o Servicio: Universidad de Alicante. Departamento de Construcciones Arquitectónicas | Universidad de Alicante. Departamento de Ingeniería Civil
Palabras clave: Steel reinforced concrete | Polarization | Raman | XPS
Área/s de conocimiento: Construcciones Arquitectónicas | Ingeniería de la Construcción
Fecha de publicación: 17-mar-2022
Editor: MDPI
Cita bibliográfica: Saura P, Zornoza E, Andrade C, Ferrandiz-Mas V, Garcés P. Composition of Corroded Reinforcing Steel Surface in Solutions Simulating the Electrolytic Environments in the Micropores of Concrete in the Propagation Period. Materials. 2022; 15(6):2216. https://doi.org/10.3390/ma15062216
Resumen: In the present work, the composition of a corroded reinforcing steel surface is studied at different pH values (related to different degrees of development in the corroding zones of the corrosion process) in solutions simulating chloride-contaminated environments. The media considered consist of saturated calcium hydroxide solutions, progressively neutralized with FeCl2 or by adding 0.5 M NaCl to the solution. The results found in present work confirm higher levels of acidity in the solutions with higher concentrations of Fe2+.In the present work, emphasis is given to the composition of the oxides in solutions that simulate the conditions that exist inside of a localized corrosion pit as a consequence of the reaction of chloride on reinforcing steel. The oxides were studied using Raman and XPS techniques; the results obtained with both techniques are mutually coherent. Thus, in the passive state, the oxides found are those reported previously by other authors, while in the corroding state, the present results are more comprehensive because the conditions tested studied a variety of pore solution composition with several pH values; we tried to reproduce these values inside the pits in conditions of heavy corrosion (very acidic). The oxides found are those typically produced during iron dissolution and seem not the best route to study the corrosion process of steel in concrete; the electrochemical tests better characterize the corrosion stage.
URI: http://hdl.handle.net/10045/122285
ISSN: 1996-1944
DOI: 10.3390/ma15062216
Idioma: eng
Tipo: info:eu-repo/semantics/article
Derechos: © 2022 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 (https://creativecommons.org/licenses/by/4.0/).
Revisión científica: si
Versión del editor: https://doi.org/10.3390/ma15062216
Aparece en las colecciones:INV - DMCIA - Artículos de Revistas
INV - MSCE - Artículos de Revistas
INV - GIRAUA-CICOP - Artículos de Revistas

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