Fire Survivability of Externally Bonded FRP Strengthening Systems

Author:

Foster S. K.12,Bisby L. A.12

Affiliation:

1. Project Engineer, Halsall Associates Limited, 210 Gladstone Ave., Ste. 4001, Ottawa ON, Canada K2P 0Y6.

2. Reader and Arup/RAEng Senior Research Fellow in Structures in Fire, Institute for Infrastructure & Environment, William Rankine Building, The School of Engineering and Electronics, The University of Edinburgh, The King's Buildings, Mayfield Rd., Edinburgh EH9 3JL, 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

Reference20 articles.

1. Effects of prepreg ageing and post-cure hygrothermal conditioning on the mechanical behaviour of carbon-fibre/epoxy laminates

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP Systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills Mich.

3. American Concrete Institute (ACI). (2004). “Guide test methods for fiber-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.” ACI 440.3R-04 Farmington Hills Mich.

4. ASTM. (2000). “Test methods for determining area percentage porosity in thermal sprayed coatings.” ASTM E2109-00 West Conshohocken Pa.

5. ASTM. (2003a). “Standard test method for tensile properties of plastics.” ASTM D638-03 West Conshohocken Pa.

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