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dc.contributor.authorBarrias, Antonio Jose de Sousa
dc.contributor.authorCasas Rius, Joan Ramon
dc.contributor.authorVillalba Herrero, Sergi
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de Projectes i de la Construcció
dc.date.accessioned2018-04-04T15:55:29Z
dc.date.available2018-04-04T15:55:29Z
dc.date.issued2018-04
dc.identifier.citationDe Sousa, A., Casas, J., Villalba, S. Embedded distributed optical fiber sensors in reinforced concrete structures: a case study. "Sensors", Abril 2018, vol. 18, núm. 4, p. 1-22.
dc.identifier.issn1424-8220
dc.identifier.urihttp://hdl.handle.net/2117/115965
dc.description.abstractWhen using distributed optical fiber sensors (DOFS) on reinforced concrete structures, a compromise must be achieved between the protection requirements and robustness of the sensor deployment and the accuracy of the measurements both in the uncracked and cracked stages and under loading, unloading and reloading processes. With this in mind the authors have carried out an experiment where polyimide-coated DOFS were installed on two concrete beams, both embedded in the rebar elements and also bonded to the concrete surface. The specimens were subjected to a three-point load test where after cracking, they are unloaded and reloaded again to assess the capability of the sensor when applied to a real loading scenarios in concrete structures. Rayleigh Optical Frequency Domain Reflectometry (OFDR) was used as the most suitable technique for crack detection in reinforced concrete elements. To verify the reliability and accuracy of the DOFS measurements, additional strain gauges were also installed at three locations along the rebar. The results show the feasibility of using a thin coated polyimide DOFS directly bonded on the reinforcing bar without the need of indention or mechanization. A proposal for a Spectral Shift Quality (SSQ) threshold is also obtained and proposed for future works when using polyimide-coated DOFS bonded to rebars with cyanoacrylate adhesive.
dc.format.extent22 p.
dc.language.isoeng
dc.publisherMultidisciplinary Digital Publishing Institute (MDPI)
dc.rightsAttribution 3.0 Spain
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshStructural health monitoring
dc.subject.otherfiber optics
dc.subject.otherstructural health monitoring
dc.subject.otherdistributed fiber sensing
dc.subject.othercivil engineering
dc.subject.otherload testing
dc.subject.otherreinforced concrete
dc.subject.othercracking
dc.titleEmbedded distributed optical fiber sensors in reinforced concrete structures: a case study
dc.typeArticle
dc.subject.lemacConstrucció en formigó
dc.subject.lemacDetectors de fibra òptica
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.contributor.groupUniversitat Politècnica de Catalunya. GRIC - Grup de Recerca i Innovació de la Construcció
dc.identifier.doi10.3390/s18040980
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.mdpi.com/1424-8220/18/4/980
dc.rights.accessOpen Access
local.identifier.drac22031794
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/EC/H2020/642453/EU/Training in Reducing Uncertainty in Structural Safety/TRUSS
local.citation.authorDe Sousa, A.; Casas, J.; Villalba, S.
local.citation.publicationNameSensors
local.citation.volume18
local.citation.number4
local.citation.startingPage1
local.citation.endingPage22


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Attribution 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution 3.0 Spain