JKSMI - Journal of the Korea Institute for Structural Maintenance and Inspection

1

ACI Committee 440, (2015), Guide for the Design and Construction of Structural Concrete Reinforced with Fiber- Reinforced Polymer (FRP) Bars(ACI 440.1R-15), American Concrete Institute, Michigan

2

Ahmed, E. A., El-Salakawy, E. F., Benmokrane, B. (2010), Performance Evaluation of Glass Fiber-Reinforced Polymer Shear Reinforcement for Concrete Beams, ACI Structural Journal, 107(1), 53-62.

3

Benmokrane, B., Chaallal, O., Masmoudi, R. (1996), Flexural Response of Concrete Beams Reinforced with FRP Reinforcing Bars, ACI Structural Journal, 93(1), 46-55.

4

CSA Group, (2002), Design and Construction of Building Components with Fibre-Reinforced Polymers (CAN/CSA S806-02), Canadian Standard Association, Toronto.

5

Cheon, J. H., Kim, K. M., 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), 218-226.

6

Choi, S. Y., Choi, M. S., Kim, I. S., Yang, E. I. (2021), A Study on the Evaluation Method to Flexural-bonding Behavior of FRP-Rebar Concrete Member, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(5), 149-157.

7

Ebead, U., Marzouk, H. (2004), Fiber-Reinforced Polymer Strengthening of Two-Way Slabs, ACI Structural Journal, 101(5), 78-86.

8

Grace, N. F., Soliman, A. K., Sayed, G. A., Saleh, K. R. (1998), Behavior and Ductility of Simple and Continuous FRP Reinforced Beams, Journal of Composites for Construction, 2(4), 186-194.

9

Goldston, W. M., Remennikov, A. M., Sheikh, M. N. (2016), Experimental Investigation of the Behaviour of Concrete Beams Reinforced with GFRP Bars under Static and Impact Loading, Engineering Structures, 113, 220-232.

10

Jaeger, L. G., Tadros, G., Mufti, A. (1995), Balanced Section, Ductility, and Deformability in Concrete with FRP Reinforcement, Research Rep. No. 2, Industry’s Center for Computer-Aided Engineering, Technical Univ. of Nova Scotia, Halifax.

11

Jaeger, L. G., Mufti, A. A., Tadros, G. (1997), The Concept of the Overall Performance Factor in Rectangular-Section Reinforced Concrete Members, Proceedings of the 3rd International Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures, Tokyo.

12

Jang, N. S., Kim, Y. S., 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.

13

JSCE Research Subcommittee on Continuous Fiber Reinforcing Materials, (1997), Recommendations for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials, Japan Society of Civil Engineers, Tokyo

14

Kara, I. F., Ashour, A. F., Köroğlu, M. A. (2015), Flexural Behavior of Hybrid FRP/steel Reinforced Concrete Beams, Composite Structures, 129, 111-121.

15

KCI Committee 112, (2019), FRP Reinforcement Structural Design Guidelines (KCI PM112.1-19), Korea Concrete Institute, Seoul

16

Korean Design Standard, (2022), Design Code for Shear and Torsion of Concrete Structures(KDS 14 20 22), Korea Construction Standard Center, Seoul

17

Korea Industrial Standards Commission, (2017a), Standard Test Method for Compressive Strength of Concrete(KS F 2405), Korean Agency for Technology and Standards, Seoul

18

Korea Industrial Standards Commission, (2017b), Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio in Compression of Cylindrical Concrete Specimens(KS F 2438), Korean Agency for Technology and Standards, Seoul

19

Kim, S. E., Kim, S. H. (2018), Flexural Behavior of Fiber Reinforced Concrete Beams with Hybrid Double-layer Reinforcing Bars, Journal of the Korea Institute for Structural Maintenance and Inspection, 22(1), 199-207.

20

Kim, Y. J., Hmidan, A., Yazdani, S. (2015), Variable Shear Span-Depth Ratios for Reinforced Concrete Beams Strengthened with Various Carbon Fiber-Reinforced Polymer Configurations, ACI Structural Journal, 112(5), 635-643.

21

Lee, S. H., Ahn, S. H. (2005), Flexural Behavior of Concrete Beam Members with Longitudinal FRP Rod Reinforcement, Journal of the Architectural Institute of Korea Structure & Construction, 21(1), 67-74.

22

Naaman, A. E., Jeong, S. M. (1995), Structural Ductility of Concrete Beams Prestressed with FRP Tendons, Proceedings of the Second International RILEM Symposium, RILEM, London

23

Saatci, S., Vecchio, F. J. (2009), Effects of Shear Mechanisms on Impact Behavior of Reinforced Concrete Beams, ACI Structural Journal, 106(1), 78-86.

24

Shin, S.W., Ahn, J. M., Han, B.S., Seo, D.W. (2006), Effects of Reinforcement Ratio on Concrete Beams Reinforced with FRP Re-bars, Journal of the Architectural Institute of Korea Structure & Construction, 22(2), 19-26.

25

Tureyen, K., Frosch, R. J. (2002), Shear Tests of FRP-Reinforced Concrete Beams without Stirrups, ACI Structural Journal, 99(4), 427-434.

26

Wegian, F.M., Abdalla, H. A. (2005), Shear Capacity of Concrete Beams Reinforced with Fiber Reinforced Polymers, Composite Structures, 71(1), 130-138.

JKSMIJournal of the Korea Institute for
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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.

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JKSMIJournal of the Korea Institute forStructural Maintenance and Inspection