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- W2605220378 abstract "Reinforced concrete (RC) structures are generally subjected tovarious load conditions and are susceptible to environmental impact. Withtime, most of these structures will be subjected to change in their usage.Unexpected increase in load changes may cause severe damage to thestructural components, and eventual leading to various types of structuralfailure. It is noted that shear failure in nature is a sudden failure and shouldbe avoided at all times. To increase its service life due to shear, structurescan be strengthened or repaired using CFRP strips wrapped within theshear span (av) of the beam. Hence, this paper presents an investigation onthe sustainable behaviour of two span continuous RC T-beamsstrengthened and repaired by wrapping Carbon Fibre Reinforced Polymer(CFRP) strips at intervals along the shear span (av) of the beam. The CFRPstrips will be orientated in two directions either at 0°/90° or 45°/35°. Fivebeams, one control beam, two initially strengthened beams and twoprecracked and repaired beams were cast and cured in room temperaturebefore testing. All T-beams were designed to fail in shear and are subjectedto four-point bending test until failure. Upon completion of the test, allbeam specimens shows good sustainable behaviour as the ultimate loadand shear load shows an increase in capacity by up to 23% with improveductile behaviour." @default.
- W2605220378 created "2017-04-14" @default.
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- W2605220378 date "2017-01-01" @default.
- W2605220378 modified "2023-09-26" @default.
- W2605220378 title "Sustainable Shear Behaviour of 2-Span Continuous Reinforced Concrete T-Beams with CFRP Strips" @default.
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- W2605220378 doi "https://doi.org/10.1051/matecconf/201710302014" @default.
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