Mobile QR Code QR CODE
Export citation EndNote
1 
1.Benmokrane, B., El-Salakawy, E., El-Ragaby, A., and Lackey, T., “Designing and testing of concrete bridge decks reinforced with glass FRP bars,” Journal of Bridge Engineering, ASCE, Vol. 11, No. 2, 2006, pp. 217-229. (doi: http: //dx.doi.org/10.1061/(ASCE)1084-0702(2006)11:2(217))Google Search
2 
2.ACI 440.1R-06, Guide for the Design and Construction of Concrete Reinforced with FRP Bars, Farmington Hills (MI, USA), American Concrete Institute, 2006.Google Search
3 
3.CSA S806-02, Design and Construction of Building Components with Fiber Reinforced Polymers, Toronto (Ont., Canada), Canadian Standards Association, 2002.Google Search
4 
4.Japan Society of Civil Engineers, Recommendation for Design and Construction of Concrete Structures Using Cont-inuous Fiber Reinforcing Materials, Concrete Engineering Series 23, Tokyo, Japan, 1997.Google Search
5 
5.Sim, J. S., Oh, H. S., Ju, M. K., and Lim, J. H., “New Suggestion of Effective Moment of Inertia for Beams Reinforced with the Deformed GFRP Rebar,” Journal of the Korea Concrete Institute, Vol. 20, No. 2, 2008, p. 185.DOI
6 
6.Seo, D. W., Han, B. S., and Shin, S. W., “Behaviour of One-Way Concrete Slabs Reinforced with Fiber Reinforced Polymer (FRP) Bars,” Journal of the Korea Concrete Institute, Vol. 19, No. 6, 2007, pp. 763-771.DOI
7 
7.El-Ragaby, A. El-Salakawy, E., and Benmokrane, B., “Fatigue analysis of concrete bridge deck slabs reinforced with E-glass/vinyl ester FRP reinforcing bars,” Composites Part B: engineering, 38, 2007, p. 703. (doi: http://dx.doi. org/10.1016/j.compositesb.2006.07.012)Google Search
8 
8.Youn, S. G. and Chang, S. P., “Behavior of Composite Bridge Decks Subjected to Static and Fatigue Loading,” Structural Journal, ACI Technical paper, Title No. 95-S23, 1998, pp. 249-258. (doi: http://dx.doi.org/10.14359/543)Google Search
9 
9.John, C. G., Jubum, K., James, H. W., Ned, H. B., and Richard, E. K., “Punching-Shear Behavior of Bridge Decks under Fatigue Loading,” Structural Journal, ACI, Title No. 99-S27, 2002, p. 257. (doi: http://dx.doi.org/ 10.14359/ 11909)Google Search
10 
10.Susan, E. T., Barry, R., David, J. C., and Jim, K., “Serviceability of Bridge Deck Slabs with Arching Action”, Structural Journal, ACI, Title no.104-S05, 2007, p.39. (doi: http://dx.doi.org/10.14359/18431)Google Search
11 
11.Matsui, S., Tokai, D., Higashiyama, H., and Mizukoshi, M., “Fatigue Durability of Fiber Reinforced Concrete Decks Under Running Wheel Load,” Proceedings 3rd International Conference on Concrete Under Severe Conditions, Ed. N. Banthia, Vancouver, Canada, 2001, pp. 982-991.Google Search
12 
12.Klowak, C., Memon, A., and Mufti, A., “Static and fatigue investigation of second generation steel-free bridge decks,” Cement & Concrete Composites, ScienceDirect, Elsevier, Vol. 28, No. 10, 2006, pp. 890-897. (doi: http://dx.doi.org/10.1016/j.cemconcomp.2006.07.019)Google Search
13 
13.El-Ragaby, A., El-Salakawy, E., and Benmokrane, B., “Fatigue Life Evaluation of Concrete Bridge Deck Slabs Reinforced with Glass FRP Composite Bars,” Journal of Composites for Construction, ASCE, Vol. 11, No. 3, 2007, pp. 258-268. (doi: http://dx.doi.org/10.1061/(ASCE) 1090-0268(2007)11:3(258)Google Search
14 
14.KICT, Design and construction technology for concrete structures using advanced composite materials (in Korean), Final report submitted to the Korea Research Council of Public Science and Technology, Korea Institute of Construction Technology, 2008.Google Search
15 
15.Ministry of Construction & Transportation, Korean highway bridge design code, 2005.Google Search
16 
16.CAN/CSA-S6-00, Canadian Highway Bridge Design Code, Canadian Standard Association, Rexdale, Ontario, Canada, 2000, 346 pp.Google Search
17 
17.CAN/CSA-S6-06, Canadian Highway Bridge Design Code, Canadian Standard Association, Rexdale, Ontario, Canada, 2006, p. 714.Google Search
18 
18.You, Y. J., Park, Y. H., Park, J. S., and Kim, H. Y., “Experimental study on bridge decks reinforced with GFRP rebars,” 4th International Conference on FRP Composites in Civil Engineering (CICE2008), Zurich, Switzerland, 22-24 July, 2008, pp. 1-6.Google Search