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Performance assessment of embedded distributed optical fiber sensors in reinforced concrete structures

 Performance assessment of embedded distributed optical fiber sensors in reinforced concrete structures
Autor(en): , ,
Beitrag für IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, veröffentlicht in , S. 1461-1468
DOI: 10.2749/vancouver.2017.1461
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In this paper, an experiment where distributed optical fiber sensors (DOFS) were implemented in two small concrete beams subjected to a three-point load test is outlined. Here, an optical backscatt...
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Bibliografische Angaben

Autor(en): (Technical University of Catalonia, UPC-BarcelonaTech. Department of Civil and Environmental Engineering, c/ Jordi Girona 1-3, 08034 Barcelona, Spain)
(Technical University of Catalonia, UPC-BarcelonaTech. Department of Civil and Environmental Engineering, c/ Jordi Girona 1-3, 08034 Barcelona, Spain)
(Technical University of Catalonia, UPC-BarcelonaTech. Department of Engineering and Construction Projects, c/ Colom 11, Ed. TR5, 08022 Terrassa (Barcelona), Spain)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Veröffentlicht in:
Seite(n): 1461-1468 Anzahl der Seiten (im PDF): 8
Seite(n): 1461-1468
Anzahl der Seiten (im PDF): 8
Jahr: 2017
DOI: 10.2749/vancouver.2017.1461
Abstrakt:

In this paper, an experiment where distributed optical fiber sensors (DOFS) were implemented in two small concrete beams subjected to a three-point load test is outlined. Here, an optical backscatter reflectometry based DOFS is implemented simultaneously embedded in the concrete (glued to the steel rebar) and attached to the outer surface of the concrete after its hardening. For comparison purposes, three electrical strain gauges are also used in the rebar. The main objectives with this experiment, is to analyze the feasibility of installation of DOFS directly on the rebar element of a reinforced concrete beam and compare the measured strain at rebar and surface of the concrete.

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