Distributed Embedded System for Multiparametric Assessment of Infrastructure Durability Using Electrochemical Techniques

We present an autonomous system that remotely monitors the state of reinforced concrete structures. This system performs real-time follow-up of the corrosion rate of rebars (i), along with other relevant parameters such as temperature, corrosion potential (E), and electrical resistance of concrete (...

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Detalles Bibliográficos
Autores: Monreal-Trigo, J., Ramón Zamora, Jose Enrique, Bataller, R., Alcañiz, M., Soto, J., Gandía-Romero, José Manuel
Tipo de recurso: artículo
Estado:Versión publicada
Fecha de publicación:2024
País:España
Institución:Consejo Superior de Investigaciones Científicas (CSIC)
Repositorio:DIGITAL.CSIC. Repositorio Institucional del CSIC
OAI Identifier:oai:digital.csic.es:10261/384113
Acceso en línea:http://hdl.handle.net/10261/384113
Access Level:acceso abierto
Palabra clave:Durability
Reinforced concrete
Remote corrosion monitoring
Sensor network
Steel corrosion
Structural health monitoring
Descripción
Sumario:We present an autonomous system that remotely monitors the state of reinforced concrete structures. This system performs real-time follow-up of the corrosion rate of rebars (i), along with other relevant parameters such as temperature, corrosion potential (E), and electrical resistance of concrete (R), at many of a structure’s control points by using embedded sensors. i is obtained by applying a novel low-stress electrochemical polarization technique to corrosion sensors. The custom electronic system manages the sensor network, consisting of a measurement board per control point connected to a central single-board computer in charge of processing measurement data and uploading results to a server via 4G connection. In this work, we report the results obtained after implementing the sensor system into a reinforced concrete wall, where two well-differentiated representative areas were monitored. The obtained corrosion parameters showed consistent values. Similar conclusions are obtained with E recorded in rebars. With the i follow-up, the corrosion penetration damage diagram is built. This diagram is particularly useful for identifying critical events during the corrosion propagation period and to be able to estimate structures’ service life. Hence, the system is presented as a useful tool for the structural maintenance and service life predictions of new structures.