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dc.contributor.authorRamón Zamora, José Enrique
dc.contributor.authorLliso Ferrando, Josep Ramon
dc.contributor.authorMartínez Ibernón, Ana
dc.contributor.authorGandía Romero, José Manuel
dc.date.accessioned2024-09-13T17:29:31Z
dc.date.available2024-09-13T17:29:31Z
dc.date.issued2023
dc.identifier.citationRamón Zamora, J. E., Lliso Ferrando, J. R., Martínez Ibernón, A. y Gandía Romero, J. M. (2023). Corrosion Assessment in Reinforced Concrete Structures by Means of Embedded Sensors and Multivariate Analysis-Part 1: Laboratory Validation. Sensors (Basel, Switzerland), 23(21). https://doi.org/10.3390/s23218869es
dc.identifier.issn14248220
dc.identifier.urihttp://hdl.handle.net/20.500.12251/3306
dc.description.abstractReinforced Concrete Structures (RCS) are a fundamental part of a countrys civil infrastructure. However, RCSs are often affected by rebar corrosion, which poses a major problem because it reduces their service life. The traditionally used inspection and management methods applied to RCSs are poorly operative. Structural Health Monitoring and Management (SHMM) by means of embedded sensors to analyse corrosion in RCSs is an emerging alternative, but one that still involves different challenges. Examples of SHMM include INESSCOM (Integrated Sensor Network for Smart Corrosion Monitoring), a tool that has already been implemented in different real-life cases. Nevertheless, work continues to upgrade it. To do so, the authors of this work consider implementing a new measurement procedure to identify the triggering agent of the corrosion process by analysing the double-layer capacitance of the sensors responses. This study was carried out on reinforced concrete specimens exposed for 18 months to different atmospheres. The results demonstrate the proposed measurement protocol and the multivariate analysis can differentiate the factor that triggers corrosion (chlorides or carbonation), even when the corrosion kinetics are similar. Data were validated by principal component analysis (PCA) and by the visual inspection of samples and rebars at the end of the study.es
dc.language.isoenges
dc.publisherSpringer Science and Business Media Deutschland GmbHes
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 1: Laboratory Validationes
dc.typearticlees
dc.identifier.doi10.3390/s23218869
dc.identifier.urlhttps://doi.org/10.3390/s23218869es
dc.issue.number21es
dc.journal.titleSensors (Basel, Switzerland)es
dc.rights.accessRightsopenAccesses
dc.subject.keywordCorrosiónes
dc.subject.keywordHormigón armadoes
dc.subject.keywordEstructuras de hormigón armadoes
dc.subject.keywordMonitorización estructurales
dc.subject.keywordArmadura (Construcción)es
dc.subject.keywordSensorizaciónes
dc.subject.keywordResistencia mecánicaes
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3316.13 Productos de Acero Para Construccioneses
dc.subject.unesco3303.07 Tecnología de la Corrosiónes
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3311.02 Ingeniería de Controles
dc.subject.unesco3311.17 Equipos de Verificaciónes
dc.volume.number23es


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