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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. 2023-04 (Vol.35 No.2)
  4. 10.4334/JKCI.2023.35.2.207
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References

1 
ASTM D7205/D7205M (2016) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. West Conshohocken, PA; ASTM International.URL
2 
Benmokrane, B., Nazair, C., Loranger, M.-A., and Manalo, A. (2018) A Field Durability Study of Vinylester-Based GFRP Rebars in Concrete Bridge Barriers. Journal of Bridge Engineering (12), 04018094.DOI
3 
Benmokrane, B., Zhang, B., and Chennouf, A. (2000) Tensile Properties and Pullout Behaviour of AFRP and CFRP Rods for Grouted Anchor Applications. Construction and Building Materials (14), 157-170.DOI
4 
Dong, B., Liu, W., Zhang, T., and Bantukul, W. (2021) Corrosion Failure Analysis of Low Alloy Steel and Carbon Steel Rebar in Tropical Marine Atmospheric Environment: Outdoor Exposure and Indoor Test. Engineering Failure Analysis 129, 105720.DOI
5 
Erki, M. A., and Rizkalla, S. H. (1993) FRP Reinforcement for Concrete Structures. Concrete International (15), 48-53.URL
6 
Hawileh, R. A., Rasheed, H. A., Abdalla, J. A., and Al-Tamimi, A. K. (2014) Behavior of Reinforced Concrete Beams Strengthened with Externally Bonded Hybrid Fiber Reinforced Polymer Systems. Materials and Desing (53), 972-982.DOI
7 
Ivey, M. A., Carey, J. P., and Ayranci, C. (2018) Manufacturing and Characterization of Braidtruded Fiber Reinforced Polymer Rebar. Polymer Composites 39(2), 337-350.DOI
8 
Johnson. R. A., and Bhattacharyya, G. K. (2019) Statistics: Principles and Methods. John Wiley and Sons.URL
9 
Kim, G. T., Kim, S. J., Park, H. K., and Choi, Y. C. (2018) Evaluation of Flexural Bond Performance of Hybrid Concrete Repair Materials. Journal of the Korea Institute for Structural Maintenance and Inspection 22(6), 176-181. (In Korean)URL
10 
Lou, T., Li, Z., and Pang, M. (2022) Behavior of Externally Prestressed Continuous Beams with FRP/steel Rebars under Symmetrical/Unsymmetrical Loading: Numerical Study. Case Studies in Construction Materials 17.DOI
11 
Monteiro, P., (2006) Concrete: Microstructure, Properties, and Materials. McGraw-Hill Publishing.URL
12 
Park, C. G., and Won, J. P. (2004) Tensile Behavior and Fracture Properties of Ductile Hybrid FRP Reinforcing Bar for Concrete Reinforcement. Journal of the Korean Society of Agricultural Engineers 46(1), 41-51. (In Korean)DOI
13 
Saad, K., and Lengyel, A. (2022) Strengthening Timber Structural Members with CFRP and GFRP: A State-of-the Art Review. Polymers (12), 2381.DOI
14 
You, Y. J., Kim, J. H., Kim, S. J., and Park, Y. H. (2015) Methods to Enhance the Guranteed Tensile Strength of GFRP Rebar to 900 MPa with General Fiber Volume Fraction. Construction and Building Materials 75, 54-62.DOI
15 
Yuan, H., Hu, W., and Li, Y. (2020) Review of Experimental Studies on Application of FRP for Strengthening of Bridge Structures. Advances in Materials Science and Engineering (20), 21.DOI
16 
Zaman, A., Gutub, S. A., and Wafa, M. A. (2013) A Review on FRP Composites Applications and Durability Concerns in the Construction Sector. Journal of Reinforced Plastics and Composites 32(24), 1966-1988.DOI
17 
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