Performance of FRP-Strengthened Beams Subjected to Elevated Temperatures-Reference-Cited by-同舟云学术

Performance of FRP-Strengthened Beams Subjected to Elevated Temperatures

Published:2011-06 Issue:3 Volume:15 Page:304-311
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Tan Kiang Hwee¹²,Zhou Yuqian¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Drive 2, Singapore 117576 (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, National Univ. of Singapore, Block E1A, #07-03, 1 Engineering Drive 2, Singapore 117576.

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.1943-5614.0000154

Reference15 articles.

1. 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.

2. ASTM. (2000). “Standard test methods for fire tests of building construction and materials.” ASTM E119-00a West Conshohocken PA.

3. ASTM. (2002). “Standard test method for flexural strength of concrete (using simple beam with center-point loading.” ASTM C293-02 West Conshohocken PA.

4. Performance in Fire of Small-Scale CFRP Strengthened Concrete Beams

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

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