Time-Dependent Behavior of RC Beams Retrofitted with CFRP Straps-Reference-Cited by-同舟云学术

Time-Dependent Behavior of RC Beams Retrofitted with CFRP Straps

Published:2011-02 Issue:1 Volume:15 Page:75-84
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hoult Neil A.¹²,Lees Janet M.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Queen’s Univ., Ellis Hall, Kingston, ON, Canada K7L 3N6 (corresponding author).

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%29CC.1943-5614.0000155

Reference23 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (ACI318R-08).” ACI 318 Farmington Hills Mich.

2. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. thesis Dept. of Civil Engineering Univ. of Toronto Toronto.

3. Fatigue behaviour of CFRP L-shaped plates for shear strengthening of RC T-beams

4. Shear strengthening of reinforced concrete beams with near-surface mounted fiber-reinforced polymer rods;De Lorenzis L.;ACI Struct. J.,2001

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