Potential step voltammetry: An approach to corrosion rate measurement of reinforcements in concrete

[EN] This paper presents a Potentiostatic Step Voltammetry approach to corrosion rate measurement of reinforcements in concrete. We have termed this approach PSV-TE since it is based on the Tafel extrapolation method, but with the added advantage that long and slow potentiodynamic scans are no longe...

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Detalles Bibliográficos
Autores: Ramón, J.E., Bataller Prats, Román, Soto Camino, Juan, Gandía-Romero, Jose M.|||0000-0003-0257-3286, Alcañiz Fillol, Miguel|||0000-0002-4579-9210, Valcuende Payá, Manuel Octavio|||0000-0002-9967-1554
Tipo de recurso: artículo
Fecha de publicación:2020
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/165901
Acceso en línea:https://riunet.upv.es/handle/10251/165901
Access Level:acceso abierto
Palabra clave:Potential step voltammetry
Non-destructive technique
Steel corrosion
Reinforced concrete
Durability
TECNOLOGIA ELECTRONICA
CONSTRUCCIONES ARQUITECTONICAS
QUIMICA INORGANICA
09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación
Descripción
Sumario:[EN] This paper presents a Potentiostatic Step Voltammetry approach to corrosion rate measurement of reinforcements in concrete. We have termed this approach PSV-TE since it is based on the Tafel extrapolation method, but with the added advantage that long and slow potentiodynamic scans are no longer required to obtain the Tafel slopes. In this way, the irreversible polarization of rebars is prevented, so PSV-TE is considered to be a non-destructive method. The Tafel slopes are obtained by fitting the current-time response of the system to a theoretical model which we have outlined and validated previously. In this way, the concrete's electrical resistance and double layer capacity are also obtained. In this study, the optimal PSV-TE design has been established and validated on a range of reinforced concrete specimens. Results show minimal deviation between PSV-TE and reference methods. Therefore, PSV-TE is part of the corrosion monitoring system we have patented.