Debonding in RC Beams Shear Strengthened with Complete FRP Wraps-Reference-Cited by-同舟云学术

Debonding in RC Beams Shear Strengthened with Complete FRP Wraps

Published:2005-10 Issue:5 Volume:9 Page:417-428
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Cao S. Y.¹²³⁴⁴,Chen J. F.¹²³⁴⁴,Teng J. G.¹²³⁴⁴,Hao Z.¹²³⁴⁴,Chen J.¹²³⁴⁴

Affiliation:

1. Professor, College of Civil Engineering, Southeast Univ., Nanjing 210096, China.

2. Lecturer, Institute for Infrastructure and Environment, Edinburgh Univ., Alexander Graham Bell Building, The King’s Buildings, Edinburgh EH9 3JN, U.K. (corresponding author).

3. Chair Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

4. MSc Research Student, College of Civil Engineering, Southeast Univ., Nanjing 210096, 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%291090-0268%282005%299%3A5%28417%29

Reference38 articles.

1. Shear strengthening of reinforced concrete beams using different configurations of externally bonded carbon fibre reinforced plates

2. Adhikary B. B. Mutsuyoshi H. and Ashraf M. (2003). “Effective shear strengthening of concrete beams using FRP sheets with bonded anchorage.” Proc. 6th Int. Symp. on FRP Reinforcement for Concrete Structures K. H. Tan ed. World Scientific Singapore 457–466.

3. Retrofitting of RC beams predamaged in shear using CFRP sheets;Allam S. M.;Alexandria Engineering J.,2003

4. Transfer Lengths and Bond Strengths for Composites Bonded to Concrete

5. Cao S. Y. Chen J. and Pan J. W. (2001). “Experimental study on the shear performance of RC beams retrofitted by bonding GFRP strips.” Proc. Int. Conf. on FRP Composites in Civil Engineering J. G. Teng ed. Elsevier Science Oxford U.K. 677–684.

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