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dc.contributor.authorGarcía Díaz, Julián
dc.contributor.authorNavarro Cano, Nieves
dc.contributor.authorRúa Álvarez, Edelmiro
dc.date.accessioned2021-09-30T08:26:39Z
dc.date.available2021-09-30T08:26:39Z
dc.date.issued2020-02
dc.identifier.citationGarcía Díaz, J.; Navarro Cano, N.; Rúa Álvarez, E. Determination of the Real Cracking Moment of Two Reinforced Concrete Beams through the Use of Embedded Fiber Optic Sensors. Sensors 2020, 20, 937. https://doi.org/10.3390/s20030937es
dc.identifier.issn14248220
dc.identifier.urihttp://hdl.handle.net/20.500.12251/1889
dc.description.abstractThis article investigates the possibility of applying weldable optic fiber sensors to the corrugated rebar in reinforced concrete structures to detect cracks and measure the deformation of the steel. Arrays have initially been designed comprised of two weldable optic fiber sensors, and one temperature sensor to compensate its effect in measuring deformations. A series of tests were performed on the structures to evaluate functioning of the sensors, and the results obtained from the deformation measures shown by the sensors have been stored using specific software. Two reinforced concrete beams simply resting on the support have been designed to perform the tests, and they have been monitored in the zones with maximum flexion moment. Different loading steps have been applied to the beams at the center of the span, using a loading cylinder, and the measurement of the load applied has been determined using a loading cell. The analysis of the deformation measurements of the corrugated rebar obtained by the optic fiber sensors has allowed us to determine the moment at which the concrete has cracked due to the effect of the loads applied and the deformation it has suffered by the effect of the different loading steps applied to the beams. This means that this method of measuring deformations in the corrugated rebar by weldable optic fiber sensors provides very precise results. Future lines of research will concentrate on determining an expression that indicates the real cracking moment of the concrete.es
dc.language.isoenges
dc.publisherNLM (Medline)es
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.titleDetermination of the Real Cracking Moment of Two Reinforced Concrete Beams Through the Use of Embedded Fiber Optic Sensorses
dc.typearticlees
dc.identifier.doi10.3390/s20030937
dc.identifier.urlhttps://doi.org/10.3390/s20030937es
dc.issue.number3es
dc.journal.titleSensors (Basel, Switzerland)es
dc.rights.accessRightsopenAccesses
dc.subject.keywordEstructuras de hormigón armadoes
dc.subject.keywordSensorizaciónes
dc.subject.keywordFibra ópticaes
dc.subject.keywordArmadura (Construcción)es
dc.subject.keywordDeformabilidades
dc.subject.keywordEnsayos (propiedades o materiales)es
dc.subject.keywordResistencia mecánicaes
dc.subject.keywordVigas de hormigónes
dc.subject.unesco3305.05 Tecnología del Hormigónes
dc.subject.unesco3305.33 Resistencia de Estructurases
dc.subject.unesco3312.08 Propiedades de Los Materialeses
dc.subject.unesco3312.12 Ensayo de Materialeses
dc.subject.unesco3312.09 Resistencia de Materialeses
dc.subject.unesco3311.02 Ingeniería de Controles
dc.subject.unesco3311.07 Instrumentos Electrónicoses
dc.volume.number20es
dc.item.number32050667es


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