Behavior of RC Beams Shear Strengthened with Bonded or Unbonded FRP Wraps-Reference-Cited by-同舟云学术

Behavior of RC Beams Shear Strengthened with Bonded or Unbonded FRP Wraps

Published:2009-10 Issue:5 Volume:13 Page:394-404
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Teng J. G.¹²³⁴⁵,Chen G. M.¹²³⁴⁵,Chen J. F.¹²³⁴⁵,Rosenboom O. A.¹²³⁴⁵,Lam L.¹²³⁴⁵

Affiliation:

1. Chair Professor of Structural Engineering, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

3. Reader, Institute for Infrastructure and Environment, The Univ. of Edinburgh, Edinburgh, U.K.

4. Research Associate, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

5. Senior Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, 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.1943-5614.0000040

Reference13 articles.

1. ACI Committee 440. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R American Concrete Institute Farmington Hills Mich.

2. Debonding in RC Beams Shear Strengthened with Complete FRP Wraps

3. Chen J. F. Chen G. M. and Teng J. G. (2006). “Shear resistance of FRP-strengthened RC beams: Interaction between steel stirrups and external FRP strips.” Proc. ACUN-5 Conf. on Developments in Composites: Advanced Infrastructural Natural and Nano-composites S. Bandyopadhyay eds. UNSW Sydney Australia 143–150.

4. Shear capacity of FRP-strengthened RC beams: FRP debonding

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