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1 
1.AFGC Groupe de travail BFUP, “SETRA-AFGC Ultra High Performance Fiber-Reinforced Concretes : Interim Recommendation,” 2002.Google Search
2 
2.Japan Society of Civil Engineering, “Recommendations for design and construction of ultra high strength fiber reinforced concrete structures(Draft),” 2006.Google Search
3 
3.Richard, P. and Cheyrezy, M. H., “Reactive Powder Concretes with High Ductility and 200∼800MPa Compressive Strength,” ACI SP 144, 1994, pp. 507-518.Google Search
4 
4.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2012, pp. 600.Google Search
5 
5.Darwin et al., “Development length criteria for conventional and high relative rib area reinforcing bars,” 1996, ACI Structural Journal, May-June, pp. 347-358.Google Search
6 
6.ACI Committee 408, “Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension (408.3-01),” American Concrete Institute, 2001.Google Search
7 
7.European Committee for Standardization, “Eurocode 2 (EC2) Design of Concrete Structures,” 2004.Google Search
8 
8.NewZealand Standard, “New Zealand Concrete Structures Standards (NZS 3101),” 1995.Google Search
9 
9.R. Park, T. Paulay, “Reinforced Concrete Structures,” John Wiley & Sons, 1975.DOI
10 
10.Ralejs Tepfers, “Cracking of concrete cover along anchored deformed reinforcing bars,” Magazine of concrete research, Vol. 31, No. 106, March, 1979, pp. 3-12.DOI
11 
11.KS F 2441, “Standard test method for comparing concrete on the basis of the bond developed with reinforcing steel,” Korean Agency for Technology and Standards, 2010. pp. 1-7.Google Search