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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. 2016-10 (Vol.28 No.5)
  4. 10.4334/JKCI.2016.28.5.527
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1 
1.ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08)”, American Concrete Institute, 2008, pp.45.Google Search
2 
2.National Cooperative Highway Research Program (NCHRP), “Bonded repair and retrofit of concrete structures using FRP composites: recommended construction specifications and process control manual (Report 514)”, Transportation Research Board, Washington, D.C., 2004.Google Search
3 
3.National Cooperative Highway Research Program (NCHRP), “Recommended guide specification for the design of externally bonded FRP systems for repair and strengthening of concrete bridge elements (Report 655)”, Transportation Research Board, Washington, D.C., 2010, pp.118.Google Search
4 
4.National Cooperative Highway Research Program (NCHRP), “Design of FRP Systems for Strengthening Concrete Girders in Shear (Report 678)”, Transportation Research Board, Washington, D.C., 2011.Google Search
5 
5.Korea Institute of Civil Engineering and Building Technology, “Establishment of test items, methods and criteria for certification of FRP strengthening technology” (R&D / 2004-A13), 2006, pp.1014.Google Search
6 
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7 
7.Lim, D., and Nam, M., “Shear Behavior of Reinforced Concrete Beams Strengthened with CFRP strips”, Journal of the Korea Concrete Institute, Vol.20, No.3, 2008, pp.299-305.DOI
8 
8.Lim, D., and Kwon, Y., “An Experimental Study on the Shear Behavior of RC Beams Strengthened with Near Surface Mounted and Externally Bonded CFRP Strips”, Journal of the Korea Concrete Institute, Vol.21, No.3, 2009, pp.337-345.DOI
9 
9.Chen, G., Teng, J., Chen, J., and Rosenboom, O., “Interaction between Steel Stirrups and Shear-Strengthening FRP Strips in RC Beams”, Journal of Composites for Construction, Vol.14, No.5, 2010, pp.498-509.DOI
10 
10.Sas, G., Täljsten, B., Barros, J., Lima, J., and Carolin, A., “Are Available Models Reliable for Predicting the FRP Contribution to the Shear Resistance of RC Beams?”, Journal of Composites for Construction, Vol.13, No.6, 2009, pp.514-534.DOI
11 
11.Orton, S., Jirsa, J., and Bayrak O., “Design Considerations of Carbon Fibre Anchors”, Journal of Composites for Construction, ASCE, Vol.12, No.6, 2008, pp. 608-616.DOI
12 
12.Hu, S., Kim, S., and Seracino, R., “FRP-strengthened RC Slabs Anchored with FRP Anchors”, Engineering Structures, Vol.33, No.4, 2011, pp. 1075-1087.DOI
13 
13.Koutas, L., and Triantafillou, T. C., “Use of Anchors in Shear Strengthening of Reinforced Concrete T-Beams with FRP”, Journal of Composites for Construction, Vol.17, No.1, 2013 pp.101-107.DOI
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14.Kim, Y., Quinn, K., Satrom, N., Garcia, J., Sun, W., Ghannoum, W., and Jirsa, J.,“Shear Strengthening of Large Reinforced and Prestressed Concrete Elements Using Carbon Fiber Reinforced Polymer (CFRP) Sheets and CFRP Anchors”, Center for Transportation Research(CTR), Report 0-6306-1, 2012, pp.296.Google Search
15 
15.Kim, Y. , Ghannoum, W., and Jirsa, J., “Shear Behavior of Full-scale Reinforced Concrete T-beams Strengthened with CFRP Strips and Anchors”, Construction and Building Materials, Vol.94, 2015, pp. 1-9.DOI
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16.Korea Concrete Institute, “Concrete Design Code and Commentary”, Kimoondang Publishing Company, Seoul, Korea, 2012.Google Search
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17.ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary”, American Concrete Institute, Farmington Hills, MI, 2014.Google Search