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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. 2022-12 (Vol.34 No.6)
  4. 10.4334/JKCI.2022.34.6.675
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References

1 
Ahn, J. M., Han, B. S., Kim, C. S., Seo, D. W., and Shin, S. W. (2005) Effect of Concrete Strength on Concrete Beams Reinforced with FRP Bar. Journal of the Architectural Institute of Korea 25(1), 401-404. (In Korean)URL
2 
ASTM C 234 (1991) Standard Test Method for Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel. West Conshohocken, PA; ASTM International.URL
3 
Choi, J. H., Kim, D. H., Kim, H. C., La, S. J., and Lee, Y. H. (2008) Experimental Study on Bond Strength of CFRP Rebar in Concrete. Journal of the Architectural Institute of Korea 24(11), 53-60. (In Korean)URL
4 
Kim, M. K., Kim, S. J., Seo, J. K., Shin, I. G., Park, D. K., and Yi, C. K. (2021) Torsional Strength of CFRP Material for Application of Ship Shaft System. Journal of the Society of Naval Architects of Korea 58(6), 431-439. (In Korean)DOI
5 
Kim, T. Y., Lee, J. Y., Park, J. S., and Park, Y. H. (2008) Bond Failure Surface of Glass Fiber Reinforced Polymer Bars. Journal of the Korea Concrete Institute 20(3) 383-391. (In Korean)DOI
6 
Lee, H. J., Suh, J. I., and Yoo, S. W. (2016) Bond Behavior of Concrete according to Replacement Ratio of Fly Ash and Compressive Strength of Concrete. Journal of the Korean Recycled Construction Resources Institute 4(1) 19-24. (In Korean)DOI
7 
Okelo, R., and Yuan, R. L. (2005) Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete. Journal of Composites for Construction 9(3), 203-213.DOI