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Distributed Deflection Measurement of Reinforced Concrete Elements Using Fibre Optic Sensors

 Distributed Deflection Measurement of Reinforced Concrete Elements Using Fibre Optic Sensors
Auteur(s): , ,
Présenté pendant IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017, publié dans , pp. 1469-1477
DOI: 10.2749/vancouver.2017.1469
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The construction of new infrastructure required to meet the demands of a growing global population has substantial negative impacts on the environment. Structural engineers can help reduce these ne...
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Détails bibliographiques

Auteur(s): (Department of Civil Engineering, Queen’s University, Kingston, ON, Canada)
(Department of Civil Engineering, Queen’s University, Kingston, ON, Canada)
(Department of Civil Engineering, Queen’s University, Kingston, ON, Canada)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017
Publié dans:
Page(s): 1469-1477 Nombre total de pages (du PDF): 9
Page(s): 1469-1477
Nombre total de pages (du PDF): 9
Année: 2017
DOI: 10.2749/vancouver.2017.1469
Abstrait:

The construction of new infrastructure required to meet the demands of a growing global population has substantial negative impacts on the environment. Structural engineers can help reduce these negative impacts through efficient material use in reinforced concrete (RC) design, as steel and concrete production accounts for a significant portion of global greenhouse gas emissions. In RC design, stiffness and support condition assumptions often lead to large discrepancies between design models and true behaviour. Critical insight would be captured if the deflected shape of RC beams could be practically measured. A method of measuring the deflected shape of RC beams using distributed fibre optic sensors (FOS) is presented. Six RC beams were tested in three-point bending. The FOS results were evaluated against displacement transducers and were found to capture deflected shapes accurately until loading exceeded 50% of the beams’ ultimate capacities.