References
- ACI committee 440. 2R., Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, American Concrete Institute, 24, 2002.
- American Concrete Institute, Building code and commentary, ACI 318-08, Detroit, 155, 2008.
- Barros JAO, Dias SJE, Lima JLT., Efficacy of CFRPbased techniques for the flexural and shear strengthening of concrete beams, J Cem Concr Compos, 29, 2007, 203-217. https://doi.org/10.1016/j.cemconcomp.2006.09.001
- Barros JAO, Ferreira DRSM, Fortes AS, Dias SJE., Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening, Constr Build Mater, 20, 2006, 478-491. https://doi.org/10.1016/j.conbuildmat.2005.01.030
- Bonaldo E, Barros JAO, Lourenco PB., Efficient strengthening technique to increase the flexural resistance of existing RC slabs, J Compos Constr vol. 12, No. 2, 2008, 149-159. https://doi.org/10.1061/(ASCE)1090-0268(2008)12:2(149)
- Derias M, El-Hacha R., Bond behavior of FRP in structures: state-of-the-art review, Proc., 8th Int. Symp. FRPRPs-8, Patras, Greece, 2007.
- El-Hacha R, Filho JNS, Melo GS, Rizkalla S., Effectiveness of near surface mounted FRP reinforcement for flexural strengthening of reinforced concrete beams, Proc., 4th Int.ConfACMBS, Calgary, Canada, 2004.
- Hassan T, Rizkalla S., Investigation of bond in concrete structures strengthened with near surface mounted carbon fiber reinforced polymer strips, J Compos Constr, vol. 7, No. 3, 2003, 248-257. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(248)
- Hassan TK, Rizkalla SH., Bond mechanism of NSM FRP bars for Flexural Strengthening of concrete structures, ACI Struct J, vol. 101, No. 6, 2004, 830-839.
- Kang J, Park Y, Park J, You Y, Jung W., Analytical evaluation of RC beams strengthened with near surface mounted CFRP laminates, Proc., 7th Int. Symp. FRPRPs-7, Kansas City, USA, 2005, 779-794.
- Kishi N, Mikami H, Kurihashi Y, Sawada S., Flexural behavior of RC beams reinforced with NSM AFRP rods, Proc., Int. Symp. on Bond Behavior of FRP in Structures (BBFS2005), Hong Kong, 2005, 337-342.
- Korea Industrial Standards, The pieces for tension test for metallic materials, KS B 0801, Korea(in Korean), 1981.
- Liu IST, Oehlers DJ, Seracino R., Tests on the ductility of reinforced concrete beams retrofitted with FRP and steel near-surface mounted plates, J Compos Constr, vol. 10, No. 2, 2006, 106-114. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:2(106)
- Rizkalla S, Hassan T, Hassan N., Design recommendations for the use of FRP for reinforcement and strengthening of concrete structures, Prog Struct Engng Mater, 5, 2003, 16-28. https://doi.org/10.1002/pse.139
- Seo, S., Choi. K., Kwon. Y. Retrofit Capacity of Near- Surface-Mounted RC Beam by using FRP Plate, Journal of KSMI, vol. 16, No. 1, 18-26(in Korean)
- Seracino R, Saifulnaz MRR, Oehlers DJ., Generic debonding resistance of EB and NSM plate-to-concrete joints, J Compos Constr, vol. 11, No. 1, 2007, 62-70. https://doi.org/10.1061/(ASCE)1090-0268(2007)11:1(62)
- Teng JG, De Lorenzis L, Wang B, Li R, Wong TN, Lam L., Debonding failures of RC beams strengthened with near surface mounted CFRP strips, J Compos Constr, vol. 10, No. 2, 2006, 92-105. https://doi.org/10.1061/(ASCE)1090-0268(2006)10:2(92)
- Yoon J., Han J. Cho D., Park S. Crack and Debonding Donitoring of RC Beams Strengthened with CFRP Plates, Journal of KSMI, vol. 15, No. 4, 185-192(in Korean).
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- Flexural performance of RC beams strengthened with near surface mounted CFRP strips vol.55, pp.2, 2016, https://doi.org/10.1016/j.aej.2016.01.033
- Glass Fiber Reinforced Polymer (GFRP) Bars for Enhancing the Flexural Performance of RC Beams Using Side-NSM Technique vol.9, pp.6, 2017, https://doi.org/10.3390/polym9050180