JKSMI
Journal of the Korea Institute for
Structural Maintenance and Inspection
KSMI
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ISSN : 2234-6937 (Print)
ISSN : 2287-6979 (Online)
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Journal of the Korea Concrete Institute
J Korea Inst. Struct. Maint. Insp.
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Korea Citation Index (KCI)
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2025-08
(Vol.29 No.4)
10.11112/jksmi.2025.29.4.69
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References
1
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.
2
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.
3
Bank, L. C. (2006), Composites for construction: structural design with FRP materials. John Wiley & Sons.
4
Bischoff, P. H. (2003), Tension stiffening and cracking of steel fiber-reinforced concrete. Journal of Materials in Civil Engineering, 15(2), 174-182.
5
CEN (2004), Eurocode 2: Design of Concrete Structure EN-1992-1-1, European Committee for Standardization (Comité Européen de Normalisation, CEN): Brussels, Belgium.
6
Diehl, T. (2005, May), Modeling surface-bonded structures with ABAQUS cohesive elements: beam-type solutions. In ABAQUS Users Conference.
7
Guo, R., Cai, L., Hino, S., and Wang, B. (2019), Experimental study on shear strengthening of RC beams with an FRP grid-PCM reinforcement layer. Applied Sciences, 9(15), 2984.
8
Hollaway, L. C. (2013), Advanced fibre-reinforced polymer (FRP) composites for structural applications: 19. Sustainable energy production: key material requirements. Elsevier Inc. Chapters.
9
Huang, Z., Shen, J., Lin, H., Song, X., and Yao, Y. (2020), Shear behavior of concrete shear walls with CFRP grids under lateral cyclic loading. Engineering Structures, 211, 110422.
10
Jang, N. S., Kim Y. H., and Oh, H. S. (2021), Analysis of Failure Behavior of FRP Rebar Reinforced Concrete Slab based on FRP Reinforced Ratio, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(5), 173-181 (in Korean).
11
Kim, B., and Lee, J. Y. (2019), Resistance of interfacial debonding failure of GFRP bars embedded in concrete reinforced with structural fibers under cycling loads, Composites Part B: Engineering, 156, 201-211.
12
Kim, K. H., Nam, M. S., Hwang, H. H., and Ann, K. Y. (2020), Prediction of remaining life for bridge decks considering deterioration factors and propose of prioritization process for bridge deck maintenance, Sustainability, 12(24), 10625.
13
Lee, H. G., Oh, H. S., Sim, J. S., and Sim, J. W. (2015), An Experimental Study on Evaluation Methods for Scaling Resistance of Cement Concrete Pavement, Journal of the Korea Institute for Structural Maintenance and Inspection, 19(3), 30-38 (in Korean).
14
Luu, X. B., and Kim, S. K. (2023), Finite element modeling of interface behavior between normal concrete and ultra-high performance fiber-reinforced concrete. Buildings, 13(4), 950.
15
Lee, J., and Fenves, G. L. (1998), Plastic-damage model for cyclic loading of concrete structures, Journal of Engineering Mechanics, 124(8), 892-900.
16
Martins, M. P., Rangel, C. S., Amario, M., Lima, J. M. F., Lima, P. R. L., and Toledo Filho, R. D. (2020), Modelling of tension stiffening effect in reinforced recycled concrete, Revista IBRACON de Estruturas e Materiais, 13(6), e13605.
17
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).
18
Muhamad, R., Ali, M. M., Oehlers, D. J., and Griffith, M. (2012), The tension stiffening mechanism in reinforced concrete prisms, Advances in Structural Engineering, 15(12), 2053-2069.
19
Noh, C. H., Jang, N. S., and Oh, H. (2024), A Experimental and Analytical Study on One directional Bond Behavior of Grid typed CFRP Reinforcement, Journal of the Korea Institute for Structural Maintenance and Inspection, 28(2), 77-86 (in Korean).
20
Pantelides, C. P., Besser, B. T., and Liu, R. (2012), One-way shear behavior of lightweight concrete panels reinforced with GFRP bars, Journal of Composites for Construction, 16(1), 2-9.
21
Raza, A., Shah, S. A. R., Alhazmi, H., Abrar, M., and Razzaq, S. (2021), Strength profile pattern of FRP-reinforced concrete structures: A performance analysis through finite element analysis and empirical modeling technique, Polymers, 13(8), 1265.
22
Taerwe, L., and Matthys, S. (2013), Fib model code for concrete structures 2010. Ernst & Sohn, Wiley.
23
Vilanova, I., Torres, L., Baena, M., and Llorens, M. (2016), Numerical simulation of bond-slip interface and tension stiffening in GFRP RC tensile elements, Composite Structures, 153, 504-513.
24
Wu, F., Lei, S., Liu, Z., Cao, J., and Liu, L. (2024, September), Flexural behavior of RC beams strengthened with CFRP grid-reinforced engineering cementitious composite. In Structures (Vol. 67, p. 106978). Elsevier.