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

1

Abdalla, H. A. (2002), Evaluation of deflection in concrete members reinforced with fibre reinforced polymer (FRP) bars, Composite structures, 56(1), 63-71.

2

ACI 318, (2019), Building code requirements for structural concrete and commentary, ACI 318-19, American Concrete Institute, Farmington Hills, Mich.

3

ACI Committee 440, (2003), Guide for the design and construction of concrete reinforced with FRP bars, ACI 440.1R-03, American Concrete Institute (ACI), Farmington Hills, Mich.

4

ACI Committee 440, (2006), Guide for the Design and Construction of Concrete Reinforced with FRP Bars, ACI 440.1R-06, American Concrete Institute (ACI), Farmington Hills, Mich

5

ACI-440.1R, (2015), Guide for the design and construction of structural concrete reinforced with fiber-reinforced polymer (FRP) bars, Farmington Hills, MI.

6

Aiello, M. A., Ombres, L. (2000), Load-deflection analysis of FRP reinforced concrete flexural members, Journal of Composites for Construction, 4(4), 164-171.

7

Almusallam, T. H., Al-Salloum, Y. A., Alsayed, S. H., Amjad, M. A. (1997), Behavior of concrete beams doubly reinforced by FRP bars, In Proceedings of the third international symposium on non-metallic (FRP) reinforcement for concrete structures (FRPRCS-3), Japan, 2, 471-478.

8

Alsayed, S. H., Al-Salloum, Y. A., Almusallam, T. H. (2000), Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures, Composites Part B: Engineering, 31(6-7), 555-567.

9

Al-Sunna, R. A. S. (2006), Deflection behaviour of FRP reinforced concrete flexural members, Doctoral dissertation, University of Sheffield

10

Ashour, A. F. (2006), Flexural and shear capacities of concrete beams reinforced with GFRP bars, Construction and Building Materials, 20(10), 1005-1015.

11

Barris, C., Torres, L., Turon, A., Baena, M., Catalan, A. (2009), An experimental study of the flexural behaviour of GFRP RC beams and comparison with prediction models, Composite Structures, 91(3), 286-295.

12

Benmokrane, B., Masmoudi, R. (1996), Flexural response of concrete beams reinforced with FRP reinforcing bars, Structural Journal, 93(1), 46-55.

13

Bischoff, P. H. (2005), Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars, Journal of structural engineering, 131(5), 752-767.

14

Bischoff, P. H., Gross, S. P. (2011), Design approach for calculating deflection of FRP-reinforced concrete, Journal of composites for construction, 15(4), 490-499.

15

Bischoff, P. H., Scanlon, A. (2007), Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement, ACI Structural Journal, 104(1)

16

Branson, D. E. (1965), Instantaneous and Time-dependent deflections of simple and continuous reinforced concrete beams, HPR Report No. 7, Part 1, Alabama Highway Dept., Bureau of Public Roads, AL, (Dept. of Civil Engineering and Auburn Research Foundation, Auburn Univ., Aug. 1963).

17

Brown, V. L., Bartholomew, C. L. (1993), FRP reinforcing bars in reinforced concrete members, Materials Journal, 90(1), 34-39.

18

Duranovic, N., Pilakoutas, K., Waldron, P. (1997), Tests on concrete beams reinforced with glass fibre reinforced plastic bars, Non-metallic (FRP) reinforcement for concrete structure, 2, 479-486.

19

Faza, S. S., GangaRao, H. V. S. (1992), Pre-and post-cracking deflection behaviour of concrete beams reinforced with fibre- reinforced plastic rebars, In Proceedings of The First International Conference on the use of advanced composite materials in bridges and structures

20

Fib bulletin 40, (2007), FRP reinforcement in RC structures, TG9.3

21

Chitsazan, I., Kobraei, M., Jumaat, M. Z., Shafigh, P. (2010), An experimental study on the flexural behaviour of FRP RC bemas and comparison of the ultimate moment capacity with ACI, Journal of civil engineering and construction technology, 1(2), 27-42.

22

ISIS Canada Corporation, (2001), Reinforcing concrete structures with fiber reinforced polymers, ISIS Canada: Design Manual No.3, The Canadian Network of Centers of Excellence on Intelligent Sensing for Innovative Structures, Winnipeg, Manitoba, Canada.

23

Ju, M., Oh, H., Lim, J., Sim, J. (2016), A modified model for deflection calculation of reinforced concrete beam with deformed GFRP rebar, International Journal of Polymer Science, 2016

24

Ko, S. H. (2014), Experimental study for GFRP reinforced concrete beams without stirrups, Journal of the Korea institute for structural maintenance and inspection, 18(2), 21-29.

25

Matthys, S., Taerwe, L. (2000), Concrete slabs reinforced with FRP grids. I: One-way bending, Journal of Composites for Construction, 4(3), 145-153.

26

Mousavi, S. R., Esfahani, M. R. (2012), Effective moment of inertia prediction of FRP-reinforced concrete beams based on experimental results, Journal of Composites for Construction, 16(5), 490-498.

27

Oh, H. S., Kim, Y. S., Jang, N. S. (2020), Prediction of Structural Behavior of FRP Rebar Reinforced Concrete Slab based on the Definition of Limit State, JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS, 40(4), 371-381.

28

Pecce, M., Manfredi, G., Cosenza, E. (2000), Experimental response and code Modelsof GFRP RC beams in bending, Journal of Composites for Construction, 4(4), 182-190.

29

Pilakoutas, K., Neocleous, K., Guadagnini, M. (2002), Design philosophy issues of fiber reinfored polymer reinforced concrete structures, Journal of Composites for Construction, 6(3), 154-161.

30

Seo, W. S., Han, B. S., Shin, S. W. (2007), Behaviour of One-Way Concrete Slabs Reinforced with Fiber Reinforced Polymer (FRP) Bars, Jounal of the Korea Concrete Institute, 19(6), 763-771.

31

Sonobe, Y., Fukuyama, H., Okamoto, T., Kani, N., Kimura, K., Kobayashi, K., Teshigawara, M. (1997), Design guidelines of FRP reinforced concrete building structures, Journal of composites for Construction, 1(3), 90-115.

32

Torres, L., Neocleous, K., Pilakoutas, K. (2012), Design procedure and simplified equations for the flexural capacity of concrete members reinforced with fibre‐reinforced polymer bars, Structural Concrete, 13(2), 119-129.

33

Toutanji, H., Deng, Y. (2003), Deflection and crack-width prediction of concrete beams reinforced with glass FRP rods, Construction and Building Materials, 17(1), 69-74.

34

Yost, J. R., Goodspeed, C. H., Schmeckpeper, E. R. (2001), Flexural performance of concrete beams reinforced with FRP grids, Journal of composites for construction, 5(1), 18-25.

35

Yost, J. R., Gross, S. P., Dinehart, D. W. (2003), Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams, Structural Journal, 100(6), 732-739.

36

You, Y. J., Park, K. T., Seo, D. W., Hwang, J. H. (2015), Experimental Study on GFRP Reinforcing Bars with Hollow Section, Journal of the Korea institute for structural maintenance and inspection, 19(1), 45-52.

JKSMIJournal of the Korea Institute for
Structural Maintenance and Inspection

Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.

Journal Search

Journal XML

References

JKSMIJournal of the Korea Institute forStructural Maintenance and Inspection