Flexural Behavior of Concrete Members based on Development Length of CFRP Grid

Author:

,Ji Sangwon,Joo Bongchul,Hong Kinam

Publisher

Korean Society for Advanced Composite Structures

Reference16 articles.

1. ACI 318-19 (2019), “Building Code Requirements for Structural Concrete Building Code(ACI 318-19) and Commentary on Building Code Requirements for Structural Concrete(ACI 318R-19),” American Concrete Institute.

2. ACI 440.1R-15 (2015), “Guide for the Design and Construction of Concrete Reinforced with FRP Bar (ACI 440.1R-15),” American Concrete Institute.

3. Frhaan, W. K. M. , Abu Bakar, B. H. , Hilal, N. , and Al-Hadithi, A. I. (2021), “CFRP for Strengthening and Repairing Reinforced Concrete: A Review,” Innovative Infrastructure Solutions, Vol. 6, pp. 1-13.

4. Han, S. G. , Dashdemberel, N. , Min, J. K. , Kim, S. B. , and Choi, S. M. (2023), “Flexural Performance of Concrete-filled Composite Beams with Carbon Fiber-Reinforced Plastic Rebar Exposed to Standard Fires,” Journal of Korean Society for Advanced Composite Structures, Vol. 14, No. 1, pp. 17-27.

5. ISO 10406-1 (2015), “Fibre-reinforced Polymer (FRP) Reinforcement of Concrete - Test Methods, Part 1: FRP Bars and Grids,” Switzerland.

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