Compressive Behavior of Carbon Fiber Reinforced Polymer-Confined Concrete in Elliptical Columns

Author:

Teng J. G.1,Lam L.2

Affiliation:

1. Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Postdoctoral Fellow, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. ASTM. (1995). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M-95a Philadelphia.

2. British Standards Institution. (1997). “Structural use of concrete Part 1 code of practice for design and construction.” BS 8110 London.

3. Seismic retrofit of circular bridge columns for enhanced flexural performance.;Chai Y. H.;ACI Struct. J.,1991

4. Demers M. and Neale K. W. (1994). “Strengthening of concrete columns with unidirectional composite sheets.” Development in short and medium span bridge engineering ’94 Canadian Society for Civil Engineering Montreal 895–905.

5. Hollaway L. C. and Leeming M. B. (1999). Strengthening of reinforced concrete structures using externally-bonded FRP composites in structural and civil engineering Woodhead Cambridge England.

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