JKCI - Journal of the Korea Concrete Institute

1

Abed, F., El-Chabib, H., and AlHamaydeh, M. (2012) Shear Characteristics of GFRP-Reinforced Concrete Deep Beams without Web Reinforcement. Journal of Reinforced Plastics and Composites 31(16), 1063-1073.

2

ACI Committee 440 (2022) Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.11-22). Farmington Hills, MI: American Concrete Institute.

3

Al-Zahrani, M. M., Rahman, M. K., Fasil, M., Al-Abduljabbar, S., Nanni, A., Al-Osta, M. A., ... and Al-Gahtani, H. J. (2023) Punching Shear Capacity of GFRP Bar-Reinforced Concrete Slabs-on-Ground. Engineering Structures 289, 116285.

4

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), 143-153.

5

Chai, S. (2020) Finite Element Analysis for Civil Engineering with DIANA Software. Springer Nature.

6

Choi, K.-K., Shin, D. W., and Park, H. G. (2014) Modification of the ACI 318 Design Method for Slab-Column Connections Subjected to Unbalanced Moment. Advances in Structural Engineering 17(10), 1469-1480.

7

Cornelissen, H. A. W., Hordijk, D. A., and Reinhardt, H. W. (1986) Experimental Determination of Crack Softening Characteristics of Normalweight and Lightweight Concrete. Heron 31(2), 1-12.

8

CSA (2021) Design and Construction of Building Components with Fibre-Reinforced Polymers (CSA S806:12 (R2021)). Toronto: Canadian Standards Association (CSA).

9

Dulude, C., Hassan, M., Ahmed, E. A., and Benmokrane, B. (2013) Punching Shear Behavior of Flat Slabs Reinforced with Glass Fiber-Reinforced Polymer Bars. ACI Structural Journal 110(5), 723.

10

El-Ghandour, A. W., Pilakoutas, K., and Waldron, P. (2003) Punching Shear Behavior of Fiber Reinforced Polymers Reinforced Concrete Flat Slabs: Experimental Study. Journal of Composites for Construction 7(3), 258-265.

11

Feenstra, P. H. (1993) Computational Aspects of Biaxial Stress in Plain and Reinforced Concrete. Ph,D. Thesis, Delft University of Technology.

12

Gooranorimi, O., Claure, G., Suaris, W., and Nanni, A. (2018) Bond-slip Effect in Flexural Behavior of GFRP RC Slabs. Composite Structures 193, 80-86.

13

JSCE (2007) Recommendation for Design and Construction of Concrete Structures Using Continuous Fibre Reinforcing Materials. Concrete Engineering Series. Tokyo: Japan Society of Civil Engineers (JSCE).

14

Kara, I. F., and Ashour, A. F. (2012) Flexural Performance of FRP Reinforced Concrete Beams. Composite Structures 94(5), 1616-1625.

15

KATS (2022) Test Method for Compressive Strength of Concrete (KS F 2405). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

16

KCI (2022) Shear and Torsion (KDS 14 20 22). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)

17

Kim, J., Sovacool, B. K., Bazilian, M., Griffiths, S., Lee, J., Yang, M., and Lee, J. (2022) Decarbonizing the Iron and Steel Industry: A Systematic Review of Sociotechnical Systems, Technological Innovations, and Policy Options. Energy Research and Social Science 89, 102565.

18

Matthys, S., and Taerwe, L. (2000) Concrete Slabs Reinforced with FRP Grids. II: Punching Resistance. Journal of Composites for Construction 4(3), 154-161.

19

Selby, R. G., and Vecchio, F. J. (1993) 3D Constitutive Relations for Reinforced Concrete. Tech, Rep. 93-02, Department of Civil Engineering, Toronto, Canada.

20

Youm, H. S., Hong, S. G., Lim, W. Y. (2019) Evaluation of Punching Shear Strength of Two-Way Slab-Column Connections Strengthened with Ultra-High Performance Fiber Reinforced Concrete. Jounal of Korea Concrete Institute 31(1), 29-40 (In Korean)

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute