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

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

Distributed 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 o...

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Main Authors:	ALhamad A.M., Mohammed Y., Hayder G.
Other Authors:	58309403500
Format:	Conference Paper
Published:	Springer Nature 2024
Subjects:	Concrete-steel interactions Distributed optical fiber sensors Monotonic loading Strain evolution Structural health monitoring
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id	my.uniten.dspace-34577
record_format	dspace
spelling	my.uniten.dspace-345772024-10-14T11:20:48Z Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor Review ALhamad A.M. Mohammed Y. Hayder G. 58309403500 58309986700 56239664100 Concrete-steel interactions Distributed optical fiber sensors Monotonic loading Strain evolution Structural health monitoring Distributed 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. Final 2024-10-14T03:20:48Z 2024-10-14T03:20:48Z 2023 Conference Paper 10.1007/978-3-031-26580-8_4 2-s2.0-85161532586 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85161532586&doi=10.1007%2f978-3-031-26580-8_4&partnerID=40&md5=8a63ea279c61b8e42970bf0522cb9b22 https://irepository.uniten.edu.my/handle/123456789/34577 21 23 Springer Nature Scopus
institution	Universiti Tenaga Nasional
building	UNITEN Library
collection	Institutional Repository
continent	Asia
country	Malaysia
content_provider	Universiti Tenaga Nasional
content_source	UNITEN Institutional Repository
url_provider	http://dspace.uniten.edu.my/
topic	Concrete-steel interactions Distributed optical fiber sensors Monotonic loading Strain evolution Structural health monitoring
spellingShingle	Concrete-steel interactions Distributed optical fiber sensors Monotonic loading Strain evolution Structural health monitoring ALhamad A.M. Mohammed Y. Hayder G. Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
description	Distributed 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.
author2	58309403500
author_facet	58309403500 ALhamad A.M. Mohammed Y. Hayder G.
format	Conference Paper
author	ALhamad A.M. Mohammed Y. Hayder G.
author_sort	ALhamad A.M.
title	Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
title_short	Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
title_full	Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
title_fullStr	Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
title_full_unstemmed	Effect of Concrete-Steel Interactions on the Performance of Emended Distributed Optical Fiber Sensor
title_sort	effect of concrete-steel interactions on the performance of emended distributed optical fiber sensor
publisher	Springer Nature
publishDate	2024
_version_	1814061128470233088
score	13.222552

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

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