과제정보
본 연구는 교통과학기술진흥원의 탄소 고분자 부식ZERO 철근대체재 기술개발 연구사업(21CFRP-C163399-01)의 지원에 수행되었습니다.
참고문헌
- American Concrete Institute. (2012), Guide for Test Methods for Fiber Reinforced Polymers (FRP) for Reinforcing and Strengthening Concrete Structures (ACI 440.3 R-12). Farmington Hills, Michigan: American Concrete Institute.
- American Concrete Institute. (2015), Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars.(ACI 440.1 R-15). Farmington Hills, Michigan: American Concrete Institute.
- ASTM American Society of Testing Materials. D3916-16 (2016), Standard Test Method for Tensile Properties of Pultruded Glass-Fiber-Reinforced Plastic Rod. ASTM International, West Conshohocken, PA.
- ASTM American Society of Testing Materials. D7205/D7205M-06 (2016), Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. ASTM International, West Conshohocken, PA.
- ASTM American Society of Testing Materials. D7913/ D7913M-14. (2014), Standard Test Method for Bond Strength of Fiber-Reinforced Polymer Matrix Composite Bars to Concrete by Pullout Testing", ASTM International, West Conshohocken, PA.
- Burdzinski, M., and Niedostatkiewicz, M. (2022), Experimental -Numerical Analysis of the Effect of Bar Diameter on Bond in Pull-Out Test, Buildings, 12(9), 1392.
- Cheon, J. H., Kim, K. M., and Shin, H. M. (2021), Analytical Approach to Evaluate the Nonlinear Beahviors of One-way Concrete Slab Reinforced with CFRP Grid Reinforcements, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(6), 218-225 (in Korean).
- Dassault, S. (2014), ABAQUS 6.14 analysis User's Manual. Dassault Systems: Providence, RI, USA.
- Hafezolghorani, M., Hejazi, F., Vaghei, R., Jaafar, M. S. B., and Karimzade, K. (2017), Simplified damage plasticity model for concrete, Structural Engineering International, 27(1), 68-78. https://doi.org/10.2749/101686616X1081
- Keuser, M., Kepp, B., Mehlhorn, G., and Rostasy, F. (1983), Nonlinear static analysis of end-fittings for GFRP-prestressing rods, Computers & Structures, 17(5-6), 719-730. https://doi.org/10.1016/0045-7949(83)90086-X
- Khalfallah, S. (2008), Modeling of bond for pull-out tests, Building Research Journal, 56, 37-48.
- Kim, K. M., and Cheon, J. H. (2022), Flexural Behavior of One-Way Slab Reinforced with Grid-Type Carbon Fiber Reinforced Plastics of Various Geometric and Physical Properties, Applied Sciences, 12(23), 12491.
- Kmiecik, P. A., and Kaminski, M. (2011), Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration, Archives of Civil and Mechanical Engineering, 11(3), 623-636. https://doi.org/10.1016/S1644-9665(12)60105-8
- Li, X. (2007), Finite element modeling of skewed reinforced concrete bridges and the bond-slip relationship between concrete and reinforcement (Doctoral dissertation).
- Min, K.-J, Kim, K.-M, Song, B.-K., and Park, S.-W. (2023), Flexural Behavior of Slabs Reinforced with Grid-Type CFRP Reinforcement Manufactured Using Adhesion, Journal of the Korea Concrete Institute, 35(2), 197-206 (in Korean). https://doi.org/10.4334/JKCI.2023.35.2.197
- Noh, C. H., Jang, N.-S., and Oh, H. (2022), An Experimental Study on Concrete Bond Behavior According to Grid Spacing of CFRP Grid Reinforcement, Journal of the Korea Institute for Structural Maintenance and Inspection, 26(6), 73-81 (in Korean).
- Vilanova, I., Torres, L., Baena, M., & Llorens, M. (2016), Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements, Composite Structures, 153, 504-513. https://doi.org/10.1016/j.compstruct.2016.06.048