journal article·2015-09-01

Torsion Behavior of Concrete Beams Reinforced with Glass Fiber-Reinforced Polymer Bars and Stirrups

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ACI Structural Journal· Volume 112· Issue 5
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability

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References (23)

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1. ACI Committee 440, 2004, “Guide Test Methods for Fiber-Reinforced Polymers (FRPs) for Reinforcing or Strengthening Concrete Structures (ACI 440.3R-04),” American Concrete Institute, Farmington Hills, MI, 40 pp.
2. ACI Committee 440, 2006, “Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars (ACI 440.1R-06),” American Concrete Institute, Farmington Hills, MI, 44 pp.
3. ACI Committee 318, 2011, “Building Code Requirements for Structural Concrete (ACI 318-11),” American Concrete Institute, Farmington Hills, MI, 503 pp.
4. ASTM D7205/D7205M-06(2011), 2011, “Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars,” ASTM International, West Conshohocken, PA, 13 pp.
5. Canadian Standards Association (CSA), 2004, “Design of Concrete Structures (CSA A23.3-04),” Rexdale, ON, Canada.
6. Canadian Standards Association (CSA), 2006, “Canadian Highway Bridge Design Code (Section 16) (CAN/CSA S6-06),” Edition 2010, Rexdale, ON, Toronto.
7. Canadian Standards Association (CSA), 2012, “Design and Construction of Building Structures with Fibre-Reinforced Polymers (CAN/CSA S806),” Mississauga, ON, Canada, 206 pp.
8. Deifalla, A.; Hamed, M.; Saleh, A.; and Ali, T., 2014, “Exploring GFRP Bars as Reinforcement for Rectangular and L-Shaped Beams Subjected to Significant Torsion: An Experimental Study,” Engineering Structures, V. 59, pp. 776-786. doi: 10.1016/j.engstruct.2013.11.02710.1016/j.engstruct.2013.11.027 ↗
9. El-Awady, E.; Husain, M.; and Mandour, S., 2013, “FRP-Reinforced Concrete Beams under Combined Torsion and Flexure,” International Journal of Engineering Science and Innovative Technology, V. 2, No. 1, pp. 384-393. (IJESIT)
10. Fang, I.-K., and Shiau, J.-K., 2004, “Torsional Behavior of Normal- and High-Strength Concrete Beams,” ACI Structural Journal, V. 101, No. 3, May-June, pp. 304-313.10.14359/13090 ↗
11. Hsu, T. T. C., 1968, “Torsion of Structural Concrete—A Summary on Pure Torsion,” PCA Development Department Bulletin, V. D133, pp. 165-178.
12. Hsu, T. T. C., 1984, Torsion of Reinforced Concrete, Van Nostrand Reinhold Co., Inc., New York, 516 pp.
13. Japan Society of Civil Engineers, 1997, “Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials,” Concrete Engineering Series 23, A. Machida, ed., Tokyo, Japan, 325 pp.
14. Karayannis, C. G., 1995, “Torsional Damage of Concrete Beams with Softening Behavior,” Theoretical and Applied Fracture Mechanics, V. 22, No. 1, pp. 63-70. doi: 10.1016/0167-8442(94)00049-710.1016/0167-8442(94)00049-7 ↗
15. MacGregor, J., and Ghoneim, M., 1995, “Design for Torsion,” ACI Structural Journal, V. 92, No. 2, Mar.-Apr., pp. 211-218.10.14359/1152 ↗
16. McMullen, A. E., and Rangan, B. V., 1978, “Pure Torsion in Rectangular Sections—A Re-examination,” ACI Journal Proceedings, V. 75, No. 10, Oct., pp. 511-519.10.14359/10963 ↗
17. Mohamed, H. M., and Benmokrane, B., 2014, “Design and Performance of Reinforced Concrete Water Chlorination Tank Totally Reinforced with GFRP Bars,” Journal of Composites for Construction, ASCE, V. 18, No. 1, pp. 05013001-1 – 05013001-11.10.1061/(ASCE)CC.1943-5614.0000429 ↗
18. Nanni, A., and Faza, S., 2002, “Designing and Constructing with FRP Bars: An Emerging Technology,” Concrete International, V. 24, No. 11, Nov., pp. 53-58.
19. Pultrall Inc., 2012, “Composite Reinforcing Rods Technical Data Sheet,” Thetford Mines, QC, Canada, www.pultrall.com.
20. Rahal, K. N., 2000 “Torsional Strength of Reinforced Concrete Beams,” Canadian Journal of Civil Engineering, V. 27, No. 3, pp. 445-453. doi: 10.1139/l99-08310.1139/l99-083 ↗
21. Rahal, K. N., 2013, “Torsional Strength of Normal and High Strength Reinforced Concrete Beams,” Engineering Structures, V. 56, pp. 2206-2216. doi: 10.1016/j.engstruct.2013.09.00510.1016/j.engstruct.2013.09.005 ↗
22. Rahal, K. N., and Collins, M. P., 1996, “Simple Model for Predicting Torsional Strength of Reinforced and Prestressed Concrete Sections,” ACI Structural Journal, V. 93, No. 6, Nov.-Dec., pp. 658-666.10.14359/512 ↗
23. Rizkalla, S.; Hassan, T.; and Hassan, N., 2003, “Design Recommendations for the Use of FRP for Reinforcement and Strengthening of Concrete Structures,” Journal of Progress in Structural Engineering and Materials, V. 5, No. 1, pp. 16-28. doi: 10.1002/pse.13910.1002/pse.139 ↗