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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  • KCI Accredited Journal

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  3. 2013-04 (Vol.25 No.2)
  4. 10.4334/JKCI.2013.25.2.137
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1 
1.ASCE, Report Card for America’s Infrastructure, American Society of Civil Engineers, 2009, pp. 75-76.
2 
2.ACI-440.1R-06, Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, ACI, Farmington Hills, MI, USA, pp. 1-87.
3 
3.Almusallam, T. H., Al-Salloum, Y. A., Alsayed, S. H., and Mosallam, A. S., “Durability and Long-Term Behavior of Reinforced Concrete Beams Strengthened with FRP Composites,” Proceedings International Conference on FRPComposites in Civil Engineering, Vol. 2, 2001, pp. 1579- 1588.
4 
4.Bank, L. C., Gentry, T. R., and Barkatt, A., “Accelerated Test Methods to Determine the Long-Term Behavior of FRP Composite Structures-Environmental Effects,” Journal of Reinforce Plastics and Composites, Vol. 14, 1995, pp. 559-587.
5 
5.Karbhari, V. M. and Helbling, C. S., “Environmental Durability of E-glass Composites underthe Combined Effect of Moisture,” Temperature and Stress, Conference on Durability and Sustainability of FRP Composites for Construction, 2002, pp. 247-258.
6 
6.Leung, H. Y., Balendran, R. V., and Lim, C. W., “Flexural Capacity of Strengthened Concrete Beams Exposed to Different Environmental Conditions,” Proceedings International Conference on FRP Composites in Civil Engineering, 2001, Vol. 2, Hong Kong, pp. 1597-1606.
7 
7.Mufti, M., Benmokrane, B., Banthia, N., and Newhook, J., “Durability of GFRP Reinforced Concrete in Field Structures,” 7th International Conference on FRPRCS, 2005, SP-230-77, pp. 1361-1377.
8 
8.Trejo, D., Gardoni, P., and Kim, J., “2009, Long-Term Performance of GFRP Reinforcement, Technical  Report 0-6069-1,” Texas Transportation Institute, 2009, Texas, USA, pp. 231-242.
9 
9.Vijay, P. V. and GangaRao, H. V., “Accelerated and Natural Weathering of Glass Fiber Reinforced Plastic Bars,” 4th International Conference on FRPRCS, 1999, pp. 605-614.
10 
10.Vijay, P. V. and GangaRao, H. V., “Bending Behavior and Deformability of Glass Fiber-Reinforced Polymer Reinforced Concrete Members,” ACI Structural Journal, 2001, Vol. 98, pp. 834-842.
11 
11.Davalos, J. F., Chen, Y., and Ray, I., “Effects of FRP Bar Degradation on Interface Bond with High Strength Concrete,” Cement and Concrete Composites, Vol. 30, Issue 8, 2008, pp. 722-730. (doi: http://dx.doi.org/10.1016/j. cemconcomp.2008.05.006)
12 
12.Bakis, C. E., Nanni, A., and Terosky, J. A., “Self- monitoring, Pseudo-Ductility, Hybrid FRP Reinforcement Rods for Concrete Applications,” Composite Science and Technology, Vol. 61, Issue 6, 2001, pp. 815-823. (doi: http://dx.doi.org/10.1016/S0266-3538(00)00184-6)
13 
13.El-Salakawy, E., Benmokrane B., and Desgagne, G., “FRP Composites Bars for the Concrete Deck Slab of Wotton Bridge,” Canadian Journal of Civil Engineering, Vol. 30, Issue. 5, 2003, pp. 861-870.
14 
14.Jaeger, L. G., Mufti, A. A., and Tadros, G., “The Concept of the Overall Performance Factor in Rectangular-Section Reinforced Concrete Members,” Proceeding of 3rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Vol. 2, 1999, pp. 551-559.
15 
15.Park, C. G., Won, J. P., and Kang, J. W., “Recommendations of Environmental Reduction Factor of FRP Rebar for Durability Design of Concrete Structure,” Journal of the Korea Concrete Institute, Vol. 16 No. 4, 2004, pp. 529-539.
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16.Choi, Y. C., Park, K. S., Choi, C. S., and Choi, H. K., “Bond Properties of GFRP Rebar in Fiber Reinforced Concrete (Engineered Cementitious Composite),” Journal of the Korea Concrete Institute, Vol. 23, No. 6, 2011, pp. 809-815.