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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
ACI 408R-03., (2003), Bond and Development of Straight Reinforcing Bars in Tension, American Concrete Institute.DOI
2 
ACI 440.1R-15., (2015), Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars, American Concrete Institute.DOI
3 
ACI 440.6M-08., (2008), Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement, American Concrete Institute.DOI
4 
ASTM, C. 39., (2007), Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens, West Conshohocken, PA; ASTM InternationalGoogle Search
5 
ASTM C. 1609., (2012), Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete (Using Beam with Third-Point Loading), ASTM International, astm internationalDOI
6 
ASTM D 3916-02., (2002), Standard Test Method for Tensile Properties of Pulltruded Glass-Fiber-Reinforced-Plastic Rods., West Conshohocken, PA; ASTM InternationalGoogle Search
7 
Baena, M., Torres, L., Turon, A., Barris, C. (2009), Experimental Study of Bond Behaviour between Concrete and FRP Bars Using a Pull-out Test, Composites Part B: Engineering, 40(8), 784-797.DOI
8 
Banthia, N., Gupta, R. (2004), Hybrid Fiber Reinforced Concrete (HyFRC): Fiber Synergy in High Strength Matrices, Materials and Structures, 37(10), 707-716.DOI
9 
Benmokrane, B., Wang, P., Ton-That, T. M., Rahman, H., Robert, J.-F. (2002), Durability of Glass Fiber Reinforced Polymer Reinforcing Bars in Concrete Environment, Journal of Composites for Construction, 6(3), 143-155.DOI
10 
CEB-FIP Model., (2010), CEB-FIB Model Code, Comite Euro-International Du Beton, Thomas Telford, London.DOI
11 
CSA S806-12., Canadian Standards Association. (2017), Design and Construction of Building Structures with Fibre-Reinforced Polymers, Canadian Standards Association. Mississauga, ON, Canada.Google Search
12 
Davalos, J. F., Chen, Y., Ray, I. (2008), Effect of FRP Bar Degradation on Interface Bond with High Strength Concrete, Cement and Concrete Composites, 30(8), 722-730.DOI
13 
Ellis, D. S., Tabatabai, H., Nabizadeh, A. (2018), Residual Tensile Strength and Bond Properties of GFRP Bars after Exposure to Elevated Temperatures, Materials, 11(3), 346-359.DOI
14 
Hamad, R. J., Johari, M. M., Haddad, R. H. (2017), Mechanical Properties and Bond Characteristics of Different Fiber Reinforced Polymer Rebars at Elevated Temperatures, Construction and Building Materials, 142, 521-535.DOI
15 
ISO 834., (1999), Fire-Resistance Tests: Elements of Building Construction-part 1.1: General Requirements for Fire Resistance Testing, INTERNATIONAL ORGANIZATION FOR STANDARDIZATION.Google Search
16 
Katz, A., Berman, N., Bank, L. C. (1999), Effect of High Temperature on the Bond Strength of FRP Rebars, Journal of Composites for Construction, 3(2), 73-81.DOI
17 
Kook, K.H., Shin, H.O., Kwahk, I.J., Yoon, Y.S. (2010), Bond Characteristics of Ultra High Performance Concrete, Journal of the Korea Concrete Institute, 22(6), 753-760.DOI
18 
Lee, J. Y., Kim, T. Y., Kim, T. J., Yi, C. K., Park, J. S., You, Y. C., Park, Y. H. (2008), Interfacial Bond Strength of Glass Fiber Reinforced Polymer Bars in High-Strength Concrete, Composites Part B: Engineering, 39(2), 258-270.DOI
19 
Lee, Y.H., Choi, J.H., Kim, H.C., Kim, D.H., Na, S.J. (2008), Experimental Study on Bond Strength of CFRP Rebar in Concrete, Journal of the Architectural Institute of Korea Structure and Construction, 24(11), 53-60.Google Search
20 
Moon, D. Y., Sim, J., Oh, H. (2006), A Study on Methodology for Improvement of Bond of FRP reinforcement to Concrete, Journal of The Korean Society of Civil Engineers, 26(4a), 775-785.URL
21 
Mouritz, A.P., Gibson, A. G. (2007), Fire Properties of Polymer Composite Materials, Springer Science & Business Media 143DOI
22 
Nigro, E., Bilotta, A., Cefarelli, G., Manfredi, G., Cosenza, E. (2012), Performance under Fire Situations of Concrete Members Reinforced with FRP Rods : Bond Models and Design Nomograms, Journal of Composites for Construction, 16(4), 395-406.DOI
23 
Okelo, R., 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
24 
Okelo, R. (2007), Realistic Bond Strength of FRP Rebars in NSC from Beam Specimens, Journal of Aerospace Engineering, 20(3), 133-140.DOI
25 
Özkal, F. M., Polat, M., Yağan, M., Öztürk, M. O. (2018), Mechanical Properties and Bond Strength Degradation of GFRP and Steel Rebars at Elevated Temperatures, Construction and Building Materials, 184, 45-57.DOI
26 
Pokorný, P., Kolísko, J., Čítek, D., Kostelecká, M. (2020), Effect of Elevated Temperature on the Bond Strength of Prestressing Reinforcement in UHPC, Materials, 13(21), 4990-5010.DOI
27 
Yoo, D.Y., Park, J.J., Kim, S.W., Yoon, Y.S. (2014), Influence of Reinfocing Bar Type on Autogenous Shrinkage Stress and Bond Behavior of Ulta High Peformance Concrete, Journal of the Cement Concrete Composite, 48, 150-161.DOI
28 
Yoo, D. Y., Yoon, Y. S. (2017), Bond behavior of GFRP and Steel Bars in Ultra-High-Performance Fiber-Reinforced Concrete, Advanced Composite Materials, 26(6), 493-510.DOI
29 
Yuan, T.F., Lee, J.Y., Min, K.H., Yoon, Y.S. (2019), Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No Slump High-Strength Concrete, International Journal of Polymer Science, 2019, 1-11.DOI
30 
Xiao, J., Falkner, H. (2007), Bond Behaviour between Recycled Aggregate Concrete and Steel Rebars, Construction and Building Materials, 21(2), 395-401.DOI