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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. 2018-02 (Vol.30 No.1)
  4. 10.4334/JKCI.2018.30.1.031
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1 
Achilides, Z. and Pilakoutas, K. (2004) Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions. Journal of Composites for Construction 8(2), 173-181.DOI
2 
ACI Committee 440 (2003) Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI.1R-03). American Concrete Institute.Google Search
3 
Benmokrane, B., Tighiouart, B., and Chaallal, O. (1996) Bond Strength and Load Distribution of Composite GFRP Rein-forcing Bars in Concrete. ACI Material Journal 95(3), 246-253.Google Search
4 
Choi, J. H., Park, K. C., Lee, Y. H., Kim, H. S., and Lee, J. S. (2009) Experimental Study on Bond Strength of AFRP Rebar in Normal Strength Concrete. Earthquake Engineering Society of Korea 13(1), 9-16. (In Korean)DOI
5 
Cosenza, E., Manfredi, G., and Realfonzo, R. (1997) Behavior and Modeling of Bond of FRP Rebar to Concrete. Journal of Composites for Construction 1(2), 40-51.DOI
6 
CEB-FIP Model Code (2010) Structural Connections for Precast Concrete Buildings 369.Google Search
7 
CSA S806-02 (2007) Design and Construction of Building Components with Fiber Reinforced Polymers. Canadian Standards Association 31(1), 1-955.Google Search
8 
Fei, Y., Zhibin, L., and Mijia, Y. (2016) Bond Mechanism and Bond Strength of GFRP Bars to Concrete: A Review. Department of Civil and Environmental Engineering 56-69.Google Search
9 
Jung, W. T., Park, Y. H., and Park, J. S. (2011) An Experimental Study on Bond Characteristics of FRP Reinforcements With Various Surface Type. Korean Society of Civil Engineers 31(4), 279-286. (In Korean)Google Search
10 
Japan Society of Civil Engineers. (1997) Recommendations for Design and Construction of Concrete Structures Using Con-tinuous Fiber Reinforcing Materials. Concrete Engineering Series (88), 1-64.Google Search
11 
Kim, T. Y., Park, J. S., Lee, J. Y., and Kim, K. H. (2005) Effect od Compressive Strength of Concrete on the Bond Strength of Glass Fiber Reinforcement Plastic Bars. Journal of the Architectural Institute of Korean Structure 21(12), 69-76. (In Korean)Google Search
12 
Kang, J. E., Kim, B. I., Park, J. S., and Lee, J. Y. (2012) Influence Evaluation of Fiber on the Bond Behavior of GFRP Bars Embedded in Fiber Reinforced Concrete. Journal of the Korea Concrete Institute 24(1), 79-86. (In Korean)DOI
13 
Okelo, R. and Yuan, RL. (2005) Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete. American Society of Civil Engineers 9(3), 203-213.DOI
14 
Park, J. S., Park, K. T., You, Y. J., and Seo, D. W. (2017) Bond Performance Evaluation of FRP Hybrid Bar Fabricated Using by Deformed Bar and Glass Fiber. Korea Society for Advanced Composite Structures 8(1), 20-25. (In Korean)DOI
15 
Park, J. S., Park, K. T., You, Y. J., and Seo, D. W. (2017) Bond Performance Evaluation of Hybrid Bar Fabricated Using by Deformed Bar and Glass Fiber. Journal of the Korean Society for Advanced Composite Structures 8(1), 20-25. (In Korean)DOI
16 
Yang, G. H. (2016) Shear Stress Relative Slip Relationship at Concrete Interfaces. Advances in Materials Science and Engineering 2016, 1-9.DOI
17 
Yang, K. H., Mun, J. S., Cho, M. S., and Kang, T. H. K. (2014) Stress-Strain Model for Various Unconfined Concrete in Compression. ACI Structural Journal 111(4), 819-826.DOI