Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature-Reference-Cited by-同舟云学术

Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature

Published:2013-04 Issue:2 Volume:17 Page:217-228
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dai Jian-Guo¹,Gao W. Y.²,Teng J. G.³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

3. Chair Professor of Environmental Engineering, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, 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.1943-5614.0000337

Reference40 articles.

1. Effect of bond degradation on fire resistance of FRP-strengthened reinforced concrete beams

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

3. Indirect Identification Method of Bilinear Interface Laws for FRP Bonded on a Concrete Substrate

4. Bisby L. (2003). “Fire behavior of fiber-reinforced polymer (FRP) reinforced or confined concrete.” Ph.D. thesis Queen’s Univ. Kingston Ontario Canada.

5. Fire endurance of fiber-reinforced polymer-confined concrete columns;Bisby L. A.;ACI Struct. J.,2005

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