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Strengthening of RC Slabs with Symmetric Openings Using GFRP Composite Beams
AbstractThis paper describes the results of experimental testing of glass fiber reinforced plastic (GFRP) composite beam strengthened reinforced concrete (RC) slabs with two symmetrical openings. Specimens, one-half scale, have been designed and fabricated to reflect the most common RC bathroom slab used in school buildings. The specimen had dimensions of 2000 mm (width) × 150 mm (thickness) × 3000 mm (length) were used with the two openings of 300 mm × 400 mm. The aim of this study is to investigate the most effective strengthening method using GFRP composite beams in slabs with openings for enhancing the load-carrying capacity and stiffness. Test results showed that the strengthened slabs seems to increase the load-carrying capacity by 29%, 21% and 12% over that of the control specimen for diagonal, parallel and surround strengthening respectively. Furthermore, test results showed that the diagonal-strengthened system is one of the most effective methods for strengthening an RC slab with openings in terms of load-carrying capacity, stiffness and crack patterns.
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MDPI and ACS Style
Choi, Y.; Park, I.H.; Kang, S.G.; Cho, C.-G. Strengthening of RC Slabs with Symmetric Openings Using GFRP Composite Beams. Polymers 2013, 5, 1352-1361.View more citation formats
Choi Y, Park IH, Kang SG, Cho C-G. Strengthening of RC Slabs with Symmetric Openings Using GFRP Composite Beams. Polymers. 2013; 5(4):1352-1361.Chicago/Turabian Style
Choi, Yeol; Park, Ik H.; Kang, Sang G.; Cho, Chang-Geun. 2013. "Strengthening of RC Slabs with Symmetric Openings Using GFRP Composite Beams." Polymers 5, no. 4: 1352-1361.