Evaluation of Bond Strength for FRP Hybrid Bar According to Coating Methods using Silica Sands |
Jung, Kyu-San
(Korea Institute of Civil Engineering and Building Technology)
Park, Ki-Tae (Korea Institute of Civil Engineering and Building Technology) You, Young-Jun (Korea Institute of Civil Engineering and Building Technology) Seo, Dong-Woo (Korea Institute of Civil Engineering and Building Technology) Kim, Byeong-Cheol (Korea Institute of Civil Engineering and Building Technology) Park, Joon-Seok (Korea Institute of Civil Engineering and Building Technology) |
1 | J. P. Won, C. G. Park, S. J. Lee, B.T. Hong, "Durability of Hybrid FRP Reinforcing Bars in Concrete Structures Exposed to Marine Environments," International Journal of Structural Engineering, vol. 4, no. 1-2, pp. 63-74, 2013. DOI: https://doi.org/10.1504/IJSTRUCTE.2013.050764 DOI |
2 | J. P. Won and C. G. Park, "Effect of Environmental Exposure on Themechanical and Bonding Properties of Hybrid FRP Reinforcing Bars for Concrete Structures," Journal of Composite Materials, vol. 40, no. 12, pp. 1063-1076, 2006. DOI: https://doi.org/10.1177/0021998305057362 DOI |
3 | M. K. Ju, G. T. Park, S. Y. Lee, and C. W. Park, "Bond Performance of GFRP and Deformed Steel Hybrid Bar with Sand Coating to Concrete," Journal of Reinforced Plastics and Composites, vol. 36, no. 6, pp. 464-475, 2016. DOI: https://doi.org/10.1177/0731684416684209 |
4 | ASTM A370, Standard Test Methods and Definitions for Mechanical Testing of Steel Products, American Society for Testing and Materials (ASTM), Pennsylvania, USA, 2013. |
5 | ASTM C39/C39M, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, American Society for Testing and Materials (ASTM), Pennsylvania, USA, 2013. |
6 | ASTM D7913/D7913M, Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing, American Society for Testing and Materials (ASTM), Pennsylvania, USA, 2014. |
7 | B. H. Oh, K. H. Kim, S. Y. Jang, Y. R. Jiang, and B. S. Jang, "Cracking Behavior of Reinforced Concrete Structures due to Reinforcing Steel Corrosion," Journal of the Korean Concrete Institute, vol. 14, no. 6, pp. 851-863, 2002. DOI: https://doi.org/10.4334/JKCI.2002.14.6.851 DOI |
8 | Y. Liu and R. E. Weyers, "Modelling the Time-to Corrosion Cracking in Chloride Contaminated Reinforced Concrete Structures," ACI Materials Journal, vol. 95, no. 6, pp. 675-681, 1998. |
9 | Y. J. You, K. T. Park, D. W. Seo, J. H. Hwang, "Tensile Strength of GFRP Reinforcing Bars with Hollow Section," Advances in Material Science and Engineering, vol. 2015, Article ID 621546, 2015. DOI: https://doi.org/10.1155/2015/621546 |
10 | S. S. Ha and D. U. Choi, "Development Length of GFRP Bars," Journal of the Korea Concrete Institute, vol. 22, no. 1, pp. 131-141, 2010. DOI: https://doi.org/10.4334/JKCI.2010.22.1.131 DOI |
11 | L. Taerwe, "Non-Metallic (FRP) Reinforcement for Concrete Structures: Proceedings of the Second International RILEM Symposium," CRC Press, Boca Raton, Fla, USA, 1995. |
12 | A. Nanni, T. Okamoto, M. Tanigaki, S. Osakada, "Tensile Properties of Braided FRP Rods for Concrete Reinforcement," Cement and Concrete Composites, vol. 15, no. 3, pp. 121-129, 1993. DOI: https://doi.org/10.1016/0958-9465(93)90001-P DOI |
13 | Y. J. You, Y. H. Park, H. Y. Kim, J. S. Park, "Hybrid Effect on Tensile Properties of FRP Rods with Various Material Compositions," Composite Structures, vol. 80, no. 1, pp. 117-122, 2007. DOI: https://doi.org/10.1016/j.compstruct.2006.04.065 DOI |
14 | A. Nanni, M. J. Henneke, T. Okamoto, "Tensile Properties of Hybrid Rods for Concrete Reinforcement," Construction and Building Materials, vol. 8, no. 1, pp. 27-34, 1994. DOI: https://doi.org/10.1016/0950-0618(94)90005-1 DOI |
15 | J. H. Hwang, D. W. Seo, K. T. Park, Y. J. You, "Experimental Study on the Mechanical Properties of FRP Bar by Hybridizing with Steel Wires," Engineering, 6, pp. 365-373, 2014. DOI: https://doi.org/10.4236/eng.2014.67039 DOI |
16 | K. D. Jones, A. T. DiBenedetto, "Fiber Fracture in Hybrid Composite Systems," Composites Science and Technology, vol. 51, no. 1, pp. 53-62, 1994. DOI: https://doi.org/10.1016/0266-3538(94)90156-2 DOI |
17 | G. Kretsis, "A Review of the Tensile, Compressive, Flexural and Shear Properties of Hybrid Fibre-reinforced Plastics," Composites, vol. 18, no. 1, pp. 13-23, 1987. DOI: https://doi.org/10.1016/0010-4361(87)90003-6 DOI |
18 | C. E. Bakis, A. Nanni, J. A. Terosky, S.W. Koehler, "Self Monitoring, Pseudo-ductile, Hybrid FRP Reinforcement Rods for Concrete Applications," Composites Science and Technology, vol. 61, no. 6, pp. 815-823, 2001. DOI: https://doi.org/10.1016/S0266-3538(00)00184-6 DOI |
19 | G. Wu, Z. S.Wu, Y. B. Luo, Z. Y. Sun, X. Q. Hu, "Mechanical Properties of Steel-frp Composite Bar under Uniaxial and Cyclic Tensile Loads," ASCE Journal of Materials in Civil Engineering, vol. 22, no. 10, Article ID 010010, pp. 1056-1066, 2010. DOI |
20 | A. Nanni, M. J. Henneke, T. Okamoto, "Behaviour of Concrete Beams with Hybrid Reinforcement," Construction and Building Materials, vol. 8, no. 2, pp. 89-95, 1994. DOI: https://doi.org/10.1016/S0950-0618(09)90017-4 DOI |
21 | M. M. S. Cheung and T. K. C. Tsang, "Behaviour of Concrete Beams Reinforced with Hybrid FRP Composite Rebar," Advances in Structural Engineering, vol. 13, no. 1, pp. 81-93, 2010. DOI: https://doi.org/10.1260/1369-4332.13.1.81 DOI |