Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip-Reference-Cited by-同舟云学术

Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip

Published:2016-06 Issue:3 Volume:20 Page:04015067
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Weiwen¹,Leung Christopher K. Y.²

Affiliation:

1. Associate Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong 999077, China (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Hong Kong 999077, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000627

Reference46 articles.

1. ACI (American Concrete Institute). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI Committee 440 Farmington Hills MI.

2. Behavior of Concrete Beams Strengthened in Shear with Carbon-Fiber Sheets

3. Improved model for plate-end shear of CFRP strengthened RC beams

4. Araki N. Matsuzaki Y. Nakano K. Kataka T. and Fukuyama H. (1997). “Shear capacity of retrofitted RC members with continuous fibre sheets.” Proc. 3rd Symp. on Non Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-3) Vol. 1 Japan Concrete Institute Tokyo 515–522.

5. Shear behavior of reinforced concrete beams strengthened in flexure with bonded carbon fibre reinforced polymers laminates

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