Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/111935
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLin, Z-
dc.creatorOuyang, Q-
dc.creatorGuo, C-
dc.creatorNi, Y-
dc.date.accessioned2025-03-19T07:35:13Z-
dc.date.available2025-03-19T07:35:13Z-
dc.identifier.urihttp://hdl.handle.net/10397/111935-
dc.language.isoenen_US
dc.publisherMDPI AGen_US
dc.rights© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Lin, Z., Ouyang, Q., Guo, C., & Ni, Y. (2024). Fluorescent Probe-Based Fiber Optic Sensor for Real-Time Monitoring of Chloride Ions in Coastal Concrete Structures. Sensors, 24(12), 3700 is available at https://doi.org/10.3390/s24123700.en_US
dc.subjectChloride ion monitoringen_US
dc.subjectCoastal concrete structureen_US
dc.subjectFiber optic sensoren_US
dc.subjectFluorescent probeen_US
dc.subjectQuinine sulfateen_US
dc.titleFluorescent probe-based fiber optic sensor for real-time monitoring of chloride ions in coastal concrete structuresen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume24-
dc.identifier.issue12-
dc.identifier.doi10.3390/s24123700-
dcterms.abstractCoastal concrete structures, such as cross-sea bridges and tunnels, are susceptible to the penetration of chloride ions, which can lead to the deterioration of the passive film on the rebar surface, consequently accelerating the corrosion process. Conventional methods for monitoring chloride ions typically require in situ drilling for sample collection, thereby compromising efficiency and accuracy. Additionally, real-time monitoring and early warning cannot be achieved. To address these challenges, this work introduces a fluorescent-probe-based fiber optic sensor for monitoring chloride levels in concrete structures. Quinine sulfate was chosen as the fluorescent material due to its exceptional sensitivity to chloride ions and its stability in concrete environments. The proposed sensor was manufactured using sol–gel and 3D-printing techniques. Tests were conducted using concrete simulation fluid and cement mortar specimens. The results demonstrate that the sensitivity of the proposed sensor is greater than 0.01 M, and its accuracy in penetration depth measurement is better than 3 mm. The findings confirm that the designed fiber optic sensor based on quinine sulfate enables real-time monitoring of chloride ions in concrete structures, offering high sensitivity (0.1% in concentration and 2.7 mm in terms of penetration depth), unique selectivity (as it is immune to other ions whose concentrations are 10 times higher than those of Cl−), and a compact size (10 × 20 mm). These attributes render it promising for practical engineering applications.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSensors, June 2024, v. 24, no. 12, 3700-
dcterms.isPartOfSensors-
dcterms.issued2024-06-
dc.identifier.scopus2-s2.0-85197109940-
dc.identifier.pmid38931484-
dc.identifier.eissn1424-8220-
dc.identifier.artn3700-
dc.description.validate202503 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Key Research and Development Program of China; National Natural Science Foundation of China (NSFC); Shenzhen Science and Technology Program; Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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