JKCI
Journal of
the Korea Concrete Institute
KCI
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ISSN : 1229-5515 (Print)
ISSN : 2234-2842 (Online)
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Journal of the Korea Concrete Institute
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J Korea Concr Inst.
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2014-10
(Vol.26 No.5)
10.4334/JKCI.2014.26.5.651
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REF
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1.AFGC Groupe de travail BFUP, “SETRA-AFGC Ultra High Performance Fiber-Reinforced Concretes : Interim Recommendation,” 2002.
2
2.Japan Society of Civil Engineering, “Recommendations for design and construction of ultra high strength fiber reinforced concrete structures(Draft),” 2006.
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.
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4.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2012, pp. 600.
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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.
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6.ACI Committee 408, “Splice and Development Length of High Relative Rib Area Reinforcing Bars in Tension (408.3-01),” American Concrete Institute, 2001.
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7.European Committee for Standardization, “Eurocode 2 (EC2) Design of Concrete Structures,” 2004.
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8.NewZealand Standard, “New Zealand Concrete Structures Standards (NZS 3101),” 1995.
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9.R. Park, T. Paulay, “Reinforced Concrete Structures,” John Wiley & Sons, 1975.
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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.