Electrochemical study of clean and pre-corroded reinforcements embedded in mortar samples with variable amounts of chloride ions
The present study investigates the possibility of re-surfacing previously corroded reinforcements and the suitability of the two electrochemical techniques that are widely used to determine the state of corrosion of steel (the corrosion potential Ecorr and the corrosion rate icorr). In order to test...
| Autores: | , , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2021 |
| País: | España |
| Institución: | Consejo General de la Arquitectura Técnica de España (CGATE) |
| Repositorio: | RIARTE |
| OAI Identifier: | oai:www.riarte.es:20.500.12251/2557 |
| Acceso en línea: | http://hdl.handle.net/20.500.12251/2557 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85119377672&doi=10.3390%2fma14226883&partnerID=40&md5=20da797d399e448e043506bd00074c03 |
| Access Level: | acceso abierto |
| Palabra clave: | Armadura (Construcción) Corrosión Cloruros Técnicas electroquímicas Material de construcción Ensayos (propiedades o materiales) Resistencia mecánica 3316.13 Productos de Acero Para Construcciones 3303.07 Tecnología de la Corrosión 3303.09 Operaciones Electroquímicas 3312.08 Propiedades de Los Materiales 3312.12 Ensayo de Materiales 3312.09 Resistencia de Materiales 3313.04 Material de Construcci |
| Sumario: | The present study investigates the possibility of re-surfacing previously corroded reinforcements and the suitability of the two electrochemical techniques that are widely used to determine the state of corrosion of steel (the corrosion potential Ecorr and the corrosion rate icorr). In order to test this, 32 pre-corroded B500SD reinforcing steel bars have been used for one year, where half of the bars have been cleaned to eliminate corrosion products. The other half have been maintained with the generated corrosion products. Subsequently, the bars have been embedded in cement mortar samples with variable amounts of chloride ion, and Ecorr and icorr have been measured for 250 days. The results showed that it is not possible to rework the reinforcement without removing corrosion products and that it is not possible to predict the passive or active state of steel by measuring Ecorr only. Copyright: © 2021 by the authors. Licensee MDPI, Basel, Switzerland. |
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