Design Equations for Flexural Capacity of Concrete Beams Reinforced with Glass Fiber–Reinforced Polymer Bars

Author:

Xue Weichen1,Peng Fei2,Zheng Qiaowen3

Affiliation:

1. Professor, Dept. of Structural Engineering, Tongji Univ., Siping Rd., 1239, Shanghai 200092, China (corresponding author).

2. Ph.D. Candidate, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

3. Design Engineer, Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference46 articles.

1. ACI (American Concrete Institute). (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1 R-06 Farmington Hills MI.

2. ACI (American Concrete Institute). (2011). “Building code requirements for structural concrete (ACI 318-11) and commentary.” ACI 318-11 Farmington Hills MI.

3. Almusallam T. H. Al-Salloum Y. A. Al-Sayed S. H. and Amjad M. A. (1997). “Behavior of concrete beams doubly reinforced by FRP bars.” Proc. 3rd Int. RILEM Symp. on Non-Metallic (FRP) Reinforcement for Concrete Structures RILEM Bagneux France 471–478.

4. Al-Salloum Y. A. Al-Sayed S. H. Almusallam H. T. and Amjad M. A. (1996). “Some design considerations for concrete beams reinforced by glass fiber reinforced plastics (GFRP) bars.” Proc. 1st Int. Conf. on Composites in Infrastructure Kluwer Academic Dordrecht Netherlands 318–331.

5. Performance of glass fiber reinforced plastic bars as a reinforcing material for concrete structures

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