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dc.contributor.authorLliso Ferrando, Josep Ramon
dc.contributor.authorMartínez Ibernón, Ana
dc.contributor.authorRamón Zamora, José Enrique
dc.contributor.authorGandía Romero, José Manuel
dc.date.accessioned2025-05-22T05:52:42Z
dc.date.available2025-05-22T05:52:42Z
dc.date.issued2024
dc.identifier.citationLliso-Ferrando, J. R., Martínez-Ibernón, A., Ramón-Zamora, J. E., & Gandía-Romero, J. M. (2024, October 6). Corrosion Assessment in Reinforced Concrete Structures by Means of Embedded Sensors and Multivariate Analysis—Part 2. https://doi.org/10.3390/app14199002es
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/20.500.12251/3747
dc.description.abstractThe economic cost of repairing corrosion-affected reinforced concrete structures (RCSs) means that reliable and accurate assessment and early detection methods must be sought after. Conventional techniques, such as visual inspections, or measuring either cover layer resistivity or the corrosion potential, are methods that require accessibility and involve personnel having to travel to take in situ measurements. Monitoring by embedded sensors is a much more efficient approach that allows early detection by remote sensing. This work presents the implementation of a new measurement protocol regarding the existing monitoring system called INESSCOM (Integrated Sensor Network for Smart Corrosion Monitoring). Along with the corrosion intensity measurement in embedded sensors, it also proposes monitoring the double layer capacity of the sensors’ responses. It aims to determine, along with the rebars’ corrosion rate, the triggering agent of the corrosion process. This study was carried out using three reinforced concrete scaled columns that were exposed to different environments. The results demonstrate with this new protocol that the remote INESSCOM monitoring system can establish the corrosion rate and identify the precursor agent of corrosion (carbonation or chlorides), even when the recorded corrosion rates are similar.es
dc.language.isoenges
dc.publisherMDPI AGes
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleCorrosion Assessment in Reinforced Concrete Structures by Means of Embedded Sensors and Multivariate Analysis—Part 2: Implementationes
dc.typearticlees
dc.identifier.doi10.3390/app14199002
dc.identifier.urlhttps://doi.org/10.3390/app14199002es
dc.issue.number19es
dc.journal.titleApplied Sciences (Switzerland)es
dc.rights.accessRightsopenAccesses
dc.subject.keywordReparación - Edificioses
dc.subject.keywordEstructuras de hormigón armadoes
dc.subject.keywordMantenimiento y reparaciónes
dc.subject.keywordMantenimiento preventivoes
dc.subject.keywordControl de calidades
dc.subject.keywordCorrosiónes
dc.subject.keywordMonitorización estructurales
dc.subject.keywordSensorizaciónes
dc.subject.keywordCarbonataciónes
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3311.02 Ingeniería de Controles
dc.subject.unesco3311.17 Equipos de Verificaciónes
dc.subject.unesco3303.07 Tecnología de la Corrosiónes
dc.subject.unesco1203.25 Diseño de Sistemas Sensoreses
dc.volume.number14es


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Attribution-NonCommercial-NoDerivatives 4.0 Internacional
Except where otherwise noted, this item's license is described as Attribution-NonCommercial-NoDerivatives 4.0 Internacional