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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. 2013-02 (Vol.25 No.1)
  4. 10.4334/JKCI.2013.25.1.053
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1.Cho, H. H., Park, U. Y., Kang, T. K., Park, H. Y., Yun, S. H., and Hur, Y. K., “Analysis of Re-bar Manufacturing System in Plant and Its Facilitate Method,” Korean Journal of Construction Engineering and Management, Vol. 8, No. 1, 2007, pp. 57-64.
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2.Polat, G., Ardit, D., Ballard, G., and Mungen, U., “Economics of on-site vs. off-site Fabrication of Rebar,” Construction Management and Economics, Vol. 24, No. 11, 2006, pp. 1185-1198.
3 
3.SCHNELL, www.schnell.it, Accessed on June 10, 2011.
4 
4.KS D 3504: 2011, Steel Bars for Concrete Reinforcement, Korean Agency for Technology and Standards, 2011, 30 pp.
5 
5.ISO 6935-2 Steel for the Reinforcement of Concrete-Part 2: Ribbed Bars-Second Edition, International Organization for Standardization, 2007, 20 pp.
6 
6.ASTM A615/A615M-12, Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement, ASTM International, West Conshohocken, PA, 2012, 6 pp.
7 
7.BS 4449:2005+A2:2009, “Steel for the Reinforcement of Concrete-Weldable Reinforcing Steel-Bar,” Coil and DecoiledProduct-Specification, BSI 389 Chiswick High Road London, UK, 2009, 27 pp.
8 
8.Clark, A. P., “Comparative Bond Efficiency of Deformed Concrete Reinforcing Bas,” ACI Journal Proceedings, Vol. 43, Issue 11, 1946, pp. 381~400
9 
9.Goto, Y., “Cracks Formed in Concrete around Deformed Tension Bars,” ACI Journal Proceedings, Vol. 6, Issue 4, 1971, pp. 244-251.
10 
10.Soretz, S. and Hölzenbeain, H., “Influence of Rib Dimensions of Reinforcing Bars on Bond and Bendability,” ACI Journal Proceedings, Vol. 76, No. 1, 1979, pp. 111-125.
11 
11.Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2008, 523 pp.
12 
12.ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, ACI, Farmington Hills, MI, USA, 2011, 503 pp.
13 
13.ACI Committee 408, Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03), ACI, Farmington Hills, MI, USA, 2003, 49 pp.
14 
14.KS B 0802:2003, Method of Tensile Test for Metallic Materials, Korean Agency for Technology and Standards, 2003, 7 pp.
15 
15.Park, R. and Pauley, T., Reinforced Concrete Structures, John Wiley and Sons, Inc., New York, 1975, 769 pp.
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16.Orangun, C. O., Jirsa, J. O., and Breen, J. E., “A Reevaluation of Test Data on Developoment Length and Splices,” ACI Journal Proceedings, Vol. 74, No. 3, 1977, pp. 114-122.
17 
17.Choi, O. C., Hadje-Ghaffari, H., Darwin, D., and McCabe, S. L., “Bond of Epoxy-Coated Reinforcement to Concrete: Bar Parameters,” SM Report No. 25, University of Kansas Center for Research, Lawrence, Kans., 217 pp.