Evaluating the Fire Response of Concrete Beams Strengthened with Near-Surface-Mounted FRP Reinforcement
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824 (corresponding author).
2. Graduate Student, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 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.1943-5614.0000348
Reference32 articles.
1. American Concrete Institute Technical Committee 440. (2006). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-06 Farmington Hills MI.
2. American Concrete Institute Technical Committee 440. (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 Farmington Hills MI.
3. ASTM. (2007). “Standard test methods for fire tests of building construction and materials.” ASTM E119 West Conshohocken PA.
4. Efficacy of CFRP-based techniques for the flexural and shear strengthening of concrete beams
5. Bisby L. A. (2003). “Fire behavior of fibre-reinforced polymer (FRP) reinforced or confined concrete.” Ph.D. thesis Queen’s Univ. Kingston ON Canada.
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