Anchorage Devices Used to Improve the Performance of Reinforced Concrete Beams Retrofitted with FRP Composites: State-of-the-Art Review-Reference-Cited by-同舟云学术

Anchorage Devices Used to Improve the Performance of Reinforced Concrete Beams Retrofitted with FRP Composites: State-of-the-Art Review

Published:2013-02 Issue:1 Volume:17 Page:14-33
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kalfat R.¹,Al-Mahaidi R.²,Smith Scott T.³

Affiliation:

1. Ph.D. Candidate, Swinburne Univ. of Technology, Melbourne, Australia (corresponding author).

2. Professor of Structural Engineering, Swinburne Univ. of Technology, Melbourne, Australia.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Pokfulam, 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.1943-5614.0000276

Reference78 articles.

1. Coupled flexural–shear retrofitting of RC beams using CFRP straps

2. Investigation into CFRP plate end anchorage utilising uni-directional fabric wrap

3. Al-Mahaidi R. and Sentry M. W. G. (2009). “Testing the efficiency of anchorage systems applied to CFRP laminate strips bonded to concrete-Westgate bridge strengthening project.” Dept. of Civil Engineering Rep. Monash Univ. Melbourne Australia.

4. American Concrete Institute (ACI). (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structure.” ACI 440.2R-08 Farmington Hills MI.

5. Ductility of T-shape RC beams strengthened by CFRP sheet U-anchor;Aridome Y.;Trans. Jpn. Concr. Inst.,1998

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