Numerical Model for Tracing the Response of FRP-Strengthened RC Beams Exposed to Fire-Reference-Cited by-同舟云学术

Numerical Model for Tracing the Response of FRP-Strengthened RC Beams Exposed to Fire

Published:2010-12 Issue:6 Volume:14 Page:730-742
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Kodur V. K. R.¹²,Ahmed A.¹²

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, Michigan 48824 (corresponding author).

2. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, Michigan 48824.

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.1943-5614.0000129

Reference36 articles.

1. American Concrete Institute (ACI). (2006). “Guide for the design and construction of structural concrete reinforced with FRP bars.” ACI 440.1R-06 ACI Committee 440 Farmington Hills Mich.

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 ACI Committee 440 Farmington Hills Mich.

3. ASTM. (1993). “Standard test methods for determining effects of large hydrocarbon pool fires on structural members and assemblies.” ASTM E1529 West Conshohocken Pa.

4. ASTM. (2007). “Standard test methods for fire tests of building construction and materials.” ASTM E119 West Conshohocken Pa.

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