JKCI - Journal of the Korea Concrete Institute

1

Achillides, Z., and Pilakoutas, K. (2004) Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions. Journal of Composites for Construction 8(2), 173-181.

2

ACI Committee 440 (2015) Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1-15). Farmington Hills, MI; American Concrete Institute (ACI).

3

ASTM C 234 (1991) Standard Test Method for Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel. West Conshohocken, PA; ASTM International.

4

ASTM C 39 (2007) Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA; ASTM International.

5

ASTM C1609/C1609M-07 (2007) Standard Test Method for Flexural Performance of Fiber Reinforced Concrete (Using Beam with Third-Point Loading). West Conshohocken, PA; ASTM International.

6

ASTM D7205/D7205M (2016) Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars. West Conshohocken, PA; ASTM International.

7

Baena, M., Torres, L., Turon, A., and Barris, C. (2009) Experimental Study of Bond Behaviour between Concrete and FRP Bars Using a Pull-Out Test. Composites Part B: Engineering 40(8), 784-797.

8

Banthia, N., and Gupta, R. (2004) Hybrid Fiber Reinforced Concrete (HyFRC): Fiber Synergy in High Strength Matrices. Materials and Structures 37(10), 707-716.

9

Benmokrane, B., Wang, P., Ton-That, T. M., Rahman, H., and Robert, J.-F. (2002) Durability of Glass Fiber Reinforced Polymer Reinforcing Bars in Concrete Environment. Journal of Composites for Construction 6(3), 143-155.

10

Bompa, D. V., and Elghazouli, A. Y. (2017) Bond-Slip Response of Deformed Bars in Rubberised Concrete. Construction and Building Materials 154, 884-898.

11

CEB (2010) CEP-FIP Model Code 2010. Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro-International du Beton (CEB).

12

Cho, J. S., La, S. J., Kim, M. S., Lee, Y. H., and Kim, H. C. (2011) Experimental Study on Bond Strength of Deformed Bars in Artificial Lightweight Aggregate Concrete. Journal of the Computational Structural Engineering Institute of Korea 24(1), 43-53. (In Korean)

13

Choi, Y. C. (2011) Bond Properties of GFRP Rebar with Cover Thickness and Volume Fraction of Steel Fiber. Journal of the Korea Concrete Institute 24(6), 761-768. (In Korean)

14

Choi, Y. C. (2012) Bond Properties of GFRP Rebar with Cover Thickness and Volume Fraction of Steel Fiber. Journal of the Korea Concrete Institute 24(6), 761-768. (In Korean)

15

CSA-S806-12 (2017) Design and Construction of Building Components with Fibre-Reinforced Polymers. Ontario, Canada; Canadian Standards Association (CSA).

16

Dai, J. G., Huang, B. T., and Shah, S. P. (2021) Recent Advances in Strain-Hardening UHPC with Synthetic Fibers. Journal of Composites Science 5(10), 283.

17

KATS (2017) Fibre-Reinforced Polymer (Frp) Reinforcement of Concrete-Test Methods-Part 1: Frp Bars and GRIDS (KS F ISO 10406-1). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

18

Lee, J. Y., Kim, T. Y., Kim, T. J., Yi, C. K., Park, J. S., You, Y. C., and Park, Y. H. (2008) Interfacial Bond Strength of Glass Fiber Reinforced Polymer Bars in High-Strength Concrete. Composites Part B: Engineering 39(2), 258-270.

19

Moon, D. Y., Sim, J., and Oh, H. (2006) A Study on Methodology for Improvement of Bond of FRP Reinforcement to Concrete. Journal of the Korean Society of Civil Engineers 26(4A), 775-785. (In Korean).

20

Okelo, R. (2007) Realistic Bond Strength of FRP Rebars in NSC from Beam Specimens. Journal of Aerospace Engineering 20(3), 133-140.

21

Okelo, R., and Yuan, R. L. (2005) Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete. Journal of Composites for Construction 9(3), 203-213.

22

Tekle, B. H., Khennane, A., and Kayali, O. (2017) Bond Behaviour of GFRP Reinforcement in Alkali Activated Cement Concrete. Construction and Building Materials 154, 972-982.

23

Wang, L., Mao, Y., Lv, H., Chen, S., and Li, W. (2018) Bond Properties between FRP Bars and Coral Concrete under Seawater Conditions at 30, 60, and 80 C. Construction and Building Materials 162, 442-449.

24

Wang, Q., Zhu, H., Tong, Y., Su, W., and Zhang, P. (2021) Bond-Slip Behaviour of the CFRP Ribbed Bars Anchored with the Innovative Additional Ribs in Concrete. Composite Structures 262, 113595.

25

Yoo, D. Y., and Shin, W. (2021) Improvement of Fiber Corrosion Resistance of Ultra-High-Performance Concrete by Means of Crack Width Control and Repair. Cement and Concrete Composites 121, 104073.

26

Yoo, D. Y., Park, J. J., Kim, S. W., and Yoon, Y. S. (2014) Influence of Reinfocing Bar Type on Autogenous Shrinkage Stress and Bond Behavior of Ulta High Peformance Concrete. Journal of the Cement Concrete Composite 48, 150-161.

27

Yoo, S. J., Kim, Y. W., Yuan, T. F., and Yoon, Y. S. (2022) Evaluation of Residual Bond Behavior of CFRP and Steel Bars Embedded in UHPC after Exposure to Elevated Temperature. Journal of the Building Engineering 48, 150-161.

28

Yuan, T. F., Lee, J. Y., and Yoon, Y. S. (2020) Enhancing the Tensile Capacity of No-Slump High-Strength High-Ductility Concrete. Cement and Concrete Composites 106. 103458.

29

Yuan, T. F., Lee, J. Y., Min, K. H., and Yoon, Y. S. (2019) Experimental Investigation on Mechanical Properties of Hybrid Steel and Polyethylene Fiber-Reinforced No Slump High-Strength Concrete. International Journal of Polymer Science 2019(3), 1-11.

30

Zhang, B., Zhu, H., Dong, Z., and Wang, Q. (2022) Enhancement of Bond Performance of FRP Bars with Seawater Coral Aggregate Concrete by Utilizing Ecoefficient Slag-Based Alkali-Activated Materials. Journal of Composites for Construction 26(1), 04021059.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute