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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. 2025-06 (Vol.37 No.3)
  4. 10.4334/JKCI.2025.37.3.347
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References

1 
ACI Committee 440 (2012) Guide Test Methods for Fiber-Reinforced Polymers (FRP) for Reinforcing or Strengthening Concrete Structures (ACI 440.3R-12). Farmington Hills, MI; American Concrete Institute (ACI).URL
2 
ACI Committee 440 (2015) Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15). Farmington Hills, MI; American Concrete Institute (ACI).URL
3 
Ashrafi, H., Bazli, M., Najafabadi, E. P., and Oskouei, A. V. (2017) The Effect of Mechanical and Thermal Properties of Frp Bars on Their Tensile Performance under Elevated Temperatures. Construction and Building Materials 157, 1001-1010.DOI
4 
ASTM D7205/D7205M (2021) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. West Conshohocken, PA; ASTM International.URL
5 
Bazli, M., and Abolfazli, M. (2020) Mechanical Properties of Fibre Reinforced Polymers under Elevated Temperatures: An Overview. Polymers 12(11), 2600.DOI
6 
Hamad, R. J. A., Johari, M. A. M., and 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
7 
Han, S. M., Lee, S. Y., Kim, S. H., and Choi, W. C. (2023) Evaluation on the Mechanical Properties of Carbon Fiber Rebar for Substitution of Steel Rebar. Journal of the Korea Concrete Institute 35(2), 169-175. (In Korean)DOI
8 
KATS (2017) Fibre-Reinforced Polymer (FRP) Reinforcement of Concrete-Test Methods-Part 1: Frp Bars and GRIDS (KS F ISO 10406-1). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
9 
KCI Committee 112 (2019) FRP Rebar Structural Design Guidelines (KCI PM 112.1-19). Concrete Practical Guideline, Seoul, Korea; Korea Concrete Institute (KCI). (In Korean)URL
10 
Kocaoz, S., Samaranayake, V. A., and Nanni, A. (2005) Tensile Characterization of Glass FRP Bars. Composites Part B: Engineering 36(2), 127-134.DOI
11 
Lee, J. H., and Yoo, S. W. (2024) Evaluation of Tensile and Compressive Performance of CFRP Rebars according to Heating Temperatures. Journal of the Korean Recycled Construction Resources Institute 12(1), 47-52. (In Korean)DOI
12 
Moon, D. Y. (2013) Critical Temperature for Inter-Laminar Shear Strength and Effect of Exposure Time of FRP Rebars. Journal of the Korea Concrete Institute 25(1), 45-51. (In Korean)DOI
13 
Najafabadi, E. P., Oskouei, A. V., Khaneghahi, M. H., Shoaei, P., and Ozbakkaloglu, T. (2019) The Tensile Performance of FRP Bars Embedded in Concrete under Elevated Temperatures. Construction and Building Materials 211, 1138-1152.DOI
14 
Rosa, I. C., Firmo, J. P., and Correia, J. R. (2022) Experimental Study of the Tensile Behaviour of GFRP Reinforcing Bars at Elevated Temperatures. Construction and Building Materials 324, 126676.DOI
15 
Spagnuolo, S., Meda, A., Rinaldi, Z., and Nanni, A. (2018) Residual Behaviour of Glass FRP Bars Subjected to High Temperatures. Composite Structures 203, 886-893.DOI
16 
Wang, Y. C., and Kodur, V. (2005) Variation of Strength and Stiffness of Fibre Reinforced Polymer Reinforcing Bars with Temperature. Cement and Concrete Composites 27(9-10), 864-874.DOI
17 
Wang, Y. C., Wong, P. M. H., and Kodur, V. (2007) An Experimental Study of the Mechanical Properties of Fibre Reinforced Polymer (FRP) and Steel Reinforcing Bars at Elevated Temperatures. Composite Structures 80(1), 131-140.DOI
18 
Wu, H., Xu, G., Ma, M., Yang, Y., and Xiong, H. (2023) Mechanical Properties of CFRP Bar with Different Elevated- Temperature Experiences. Construction and Building Materials, 384, 131394.DOI
19 
Yun, H. D., Kim, S. H., and Choi, W. C. (2023) Determination of Mechanical Properties of Sand-Coated Carbon Fiber Reinforced Polymer (CFRP) Rebar. Polymers 15(9), 2186.DOI
20 
Zhang, Y., Li, Y., Zhang, J., Pan, J., Zhang, L., Tan, F., Wei, H., and Zhang, W. (2021) High-Temperature Effect on the Tensile Mechanical Properties of Unidirectional Carbon Fiber-Reinforced Polymer Plates. Materials 14(23), 7214.DOI
21 
Zhou, F., Zhang, J., Song, S., Yang, D., and Wang, C. (2019) Effect of Temperature on Material Properties of Carbon Fiber Reinforced Polymer (CFRP) Tendons: Experiments and Model Assessment. Materials 12(7), 1025.DOI