Deflections in Carbon Fiber-Reinforced Concrete Beams
Abstract
The paper presents the theoretical and experimental results on the determination of deflections in concrete elements reinforced with carbon fiber. The calculation methodology is suggested for the analysis of deflection of reinforced concrete elements based on carbon polymer composites. The calculation results are compared with the experimental data obtained in the laboratory of the Siberian State Transport University.
Keywords
железобетонные пролетные строения,
усиление железобетонных пролетных строений мостов,
полимерные композиционные материалы,
углеродное волокно,
жёсткость железобетонного элемента,
прогиб,
кривизна,
деформации,
reinforced concrete bridge spans,
bridge span reinforcement,
polymer composite materials,
carbon fiber,
reinforced concrete beam rigidity,
deflection,
flexure,
deformation
References
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Review
For citations:
Slepets V.A. Deflections in Carbon Fiber-Reinforced Concrete Beams. Vestnik of Tomsk state university of architecture and building. 2016;(5):110-120. (In Russ.)
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