Publication:
Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor

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dc.citedby0
dc.contributor.authorALhamad A.M.en_US
dc.contributor.authorMohammed Y.en_US
dc.contributor.authorHayder G.en_US
dc.contributor.authorid58309403500en_US
dc.contributor.authorid58309986700en_US
dc.contributor.authorid56239664100en_US
dc.date.accessioned2024-10-14T03:20:48Z
dc.date.available2024-10-14T03:20:48Z
dc.date.issued2023
dc.description.abstractDistributed optical fiber sensor (OFS) is a cutting-edge technology that has been introduced to the construction industry as a structural health monitoring system for the structural assessment of existing and newly built structures. The OFS can be attached to the surface of the existing structures or embedded into the newly built structures. Furthermore, the bond stress resistance produces the composite action at the embedded reinforcement and the adjoining concrete interfaces. This study is developed to determine the effects of the interaction at the interfaces and their impact on the performance of the distributed OFS as a monitoring system of the structural health. The strain evolution will be obtained from the previous study and used with different perspectives compared to the original research. Therefore, monotonic loading was applied in terms of displacement control with roller supports to obtain the maximum strain profile of the reinforced concrete beam. The result obtained will be used to develop the relationship of the bond-slip and compare it with Model Code 2010 predicated bond-slip relationship. Therefore, the bond-slip relationship is significant concern to evaluate the impact of the concrete-to-steel interaction on the OFS performance. � 2023, The Author(s), under exclusive license to Springer Nature Switzerland AG.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-3-031-26580-8_4
dc.identifier.epage23
dc.identifier.scopus2-s2.0-85161532586
dc.identifier.spage21
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85161532586&doi=10.1007%2f978-3-031-26580-8_4&partnerID=40&md5=8a63ea279c61b8e42970bf0522cb9b22
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34577
dc.pagecount2
dc.publisherSpringer Natureen_US
dc.sourceScopus
dc.sourcetitleAdvances in Science, Technology and Innovation
dc.subjectConcrete-steel interactions
dc.subjectDistributed optical fiber sensors
dc.subjectMonotonic loading
dc.subjectStrain evolution
dc.subjectStructural health monitoring
dc.titleEffect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensoren_US
dc.titleReviewen_US
dc.typeConference Paperen_US
dspace.entity.typePublication
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