Experimental Behavior of Reinforced Concrete Beams Strengthened with Prestressed CFRP Shear Straps-Reference-Cited by-同舟云学术

Experimental Behavior of Reinforced Concrete Beams Strengthened with Prestressed CFRP Shear Straps

Published:2007-08 Issue:4 Volume:11 Page:375-383
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kesse Gyamera¹²,Lees Janet M.¹²

Affiliation:

1. Design Engineer, Tony Gee and Partners LLP, Hardy House, 140 High Street, Esher, Surrey KT10 9QJ, U.K.; formerly, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

2. University Senior Lecturer, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

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%282007%2911%3A4%28375%29

Reference10 articles.

1. Laboratory investigation of rigid frame failure;Elstner R. C.;ACI J.,1957

2. Kesse G. (2003). “Concrete beams with external prestressed carbon FRP shear reinforcement.” Ph.D. thesis Dept. of Engineering Cambridge Univ. Cambridge U.K.

3. Kesse G. Chan C. and Lees J. M. (2001). “Nonlinear finite-element analysis of RC beams prestressed with CFRP straps.” Proc. FRPRCS-5 Fibre Reinforced Plastics for Reinforced Concrete Structures Vol. 1 C. J. Burgoyne ed. Thomas Telford London 281–290.

4. Nonlinear FE analysis of cracks in tension and shear

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