Numerical and Experimental Validation of FRP Patch Anchors Used to Improve the Performance of FRP Laminates Bonded to Concrete-Reference-Cited by-同舟云学术

Numerical and Experimental Validation of FRP Patch Anchors Used to Improve the Performance of FRP Laminates Bonded to Concrete

Published:2014-06 Issue:3 Volume:18 Page:
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

Affiliation:

1. Ph.D. Candidate, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia.

2. Professor of Structural Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia (corresponding author).

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.1943-5614.0000437

Reference39 articles.

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

2. Bond behaviour of CFRP reinforcement for torsional strengthening of solid and box-section RC beams

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

4. Al-Mahaidi R. Sentry M. and Williams 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.

5. Statistical prediction of fracture parameters of concrete and implications for choice of testing standard

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