Distributed strain sensing to assess corroded RC beams. (1st June 2017)

• Record Type: Journal Article
• Authors: Davis, Matthew; Hoult, Neil A.; Scott, Allan
• Is Part Of: Engineering structures. Volume 140(2017:Jun. 01)
• Page Start: 473
• Page End: 482
• Publication Date: 2017-06-01
• Subjects: Fiber optic sensors -- Strain measurement -- Reinforced concrete -- Corrosion; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2017.03.013
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Six beams are instrumented with distributed fibre optic strain sensors and corroded. Protective sleeves at the ends of the rebar had an effect on the reinforcement bond. Distributed strain measurements enabled the impact of bond loss to be detected. Detection of localized and global changes in reinforcement strain was possible. Abstract: Corrosion of reinforcing steel reduces the capacity of reinforced concrete structures by reducing the reinforcement area and decreasing the bond between the reinforcement and the surrounding concrete. Currently the assessment of reinforced concrete structures is based largely on visual inspections, which do not provide quantitative data about structural behaviour. This research program investigates the use of distributed fibre optic strain sensors to measure the effects of corrosion on reinforced concrete beam behaviour. Six beams with varying levels of corrosion are instrumented with fibre optic sensors and tested in three point bending. The percentage of reinforcement area lost due to corrosion has a disproportionate impact on the percentage reduction in beam capacity, however these results are a function of the testing parameters and may not be applicable to structures in the field. The fibre optic measurements are used to identify regions of reinforcement-concrete bond loss and the effect of that bond loss on beam behaviour.