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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2018-04 (Vol.30 No.2)
  4. 10.4334/JKCI.2018.30.2.127
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1 
Abrams, D. A. (1913) Tests of Bond Between Concrete and Steel. Illinois: University of Illinois.Google Search
2 
ACI Committee 318 (2014)  Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary. Farmington Hills, Mich: ACI. 519.Google Search
3 
ACI Committee 408 (2003) Bond and Development of Straight Reinforcing Bars in Tension (ACI 408R-03). Farmington Hills, Mich: ACI. 49.Google Search
4 
Clark, A. P. (1946) Comparative Bond Efficiency of Deformed Concrete Reinforcement Bars. Journal of the American Concrete Institute 43(4), 399-407.Google Search
5 
Edwards, L. N. and Greenleaf, H. L. (1928) Experimental Tests of Concrete-Steel Bond. American Society for Testing and Materials (ASTM), Proc. 28.Google Search
6 
Jeanty, P. R., Mitchell, D., and Mirza, M. S. (1988) Investigation of ‘Top Bar’ Effects in Beams. ACI Structural Journal 85(3), 251-257.Google Search
7 
Jirsa, J. O. and Breen, J. E. (1981) Influence of Castion Position and Shear on Development and Splice Length. Design Recommendations. Texas: Center for Transportation Research. No. 242-3F.Google Search
8 
Korea Concrete Institute (KCI) (2012) Concrete Design Code and Commentary. Seoul: Kimoondang Publishing Company. 1-599. (In Korean)Google Search
9 
Korea Standard Association (KSA) (2008) KS B0802; Method of Tensile Test for Metallic Materials. Korea: Korean Agency for Technology and Standards. 1-7. (In Korean)Google Search
10 
Menzel, C. A. (1939) Some Factors Influencing Results of Pull-out Bond Tests. Journal of the American Concrete Institute, Proc. 35(6), 517-542.Google Search
11 
Orangun, C. O., Jirsa, J. O., and Breen, J. E. (1977) A Reevaluation of Test Data on Development Length and Splices. ACI Journal, Proceedings 74(3), 114-122.Google Search
12 
Richart, F. E. (1928) Hi-Bond Reinforcing Bars. Inland Steel Co.Google Search