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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. 2023-04 (Vol.35 No.2)
  4. 10.4334/JKCI.2023.35.2.197
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References

1 
ACI 440 Committee (2021) 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
2 
ASTM D7205/D7205M (2016) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. West Conshohocken, PA; ASTM International.URL
3 
Bischoff, P. H., and Scanlon, A. (2007) Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement. ACI Structural Journal 104(1), 68-75.URL
4 
CAN/CSA-S806-02 (2009) Design and Construction of Building Components with Fibre-Reinforced Polymers. Canadian Standards Association (CSA).URL
5 
Gries, T., Raina, M., Quadflieg, T., and Stolyarov, O. (2016) Manufacturing of Textiles for Civil Engineering Applications. Textile Fibre Composites in Civil Engineering. WP. 3-24.URL
6 
Hinzen, M., and Brameshuber, W. (2009) Improvement of Serviceability and Strength of Textile Reinforced Concrete by Using Short Fibres. 4th Colloquium on Textile Reinforced Structures (CTRS4), Dresden, Germany, 261-272.URL
7 
ISO/TC 61/SC 13 (2009) Plastics - Determination of Tensile Properties - Part 5: Test Conditions for Unidirectional Fibre- Reinforced Plastic Composites (ISO 527-5:2021). Geneva, Switzerland; International Organization for Standardization (ISO).URL
8 
KATS (2017) Standard Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
9 
KATS (2019) Standard Test Method for Making and Curing Concrete Specimens (KS F 2403). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
10 
KATS (2021) Steel Bars for Concrete Reinforcement (KS D 3504). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)URL
11 
Mechtvherine, V., Schneider, K., and Brameshuber, W. (2016) Mineral-Based Matrix for Textile-Reinforced Concrete. Textile Fibre Composites in Civil Engineering. WP. 25-44.DOI
12 
Meng, W., Khayat, K. H., and Bao, Y. (2018) Flexural Behaviors of Fiber-Reinforced Polymer Fabric Reinforced Ultra-High- Performance Concrete Panels. Cement and Concrete Composites 93, 43-53.DOI
13 
Portal, N. W. (2015) Usability of Textile Reinforced Concrete: Structural Performance, Durability and Sustainability. Ph.D. Thesis. Chalmers University of Technology, Sweden.URL
14 
Seo, J. S., Lee, B. C., and Jung, S. H. (2017) Evaluation of Properties of Reinforced Concrete Exposed to Marine Environment and Corrosion Characteristics of Rebar. Journal of the Korea Concrete Institute 29(6), 597-605. (In Korean)URL
15 
Tietze, M., Kirmse, S., Kahnt, a., Schladitz, F., and Curbach, M. (2022) The Ecological and Economic Advantages of Carbon Reinforced Concrete - Using the C3 Result House CUBE Especially the BOX Value Chain as an Example. Civil Engineering Design 4, 79-88.DOI
16 
Vautard, F., Xu, L., and Drzal, L. T. (2009) Carbon Fiber-Vinyl Ester Interfacial Adhesion Improvement by the Use of a Reactive Epoxy Coating. Major Accomplishments in Composite Materials and Sandwich Structures. 27-50.URL
17 
Ye, L., Friedrich, K., Weimer, C., and Mai, Y. W. (1998) Surface Treatments and Adhesion Bonding between Concrete and a CFRP Composite. Advanced Composite Material 7(1), 47- 61.DOI
18 
Youm, H. S., and Hong, W. G. (2021) Tensile Behavior of Ultra- High Performance Concrete Reinforced with Textile Reinforcement. Journal of the Korea Concrete Institute 33(4), 399-410. (In Korean)URL