Strength Models for Fiber-Reinforced Plastic-Confined Concrete

Author:

Lam L.1,Teng J. G.2

Affiliation:

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference42 articles.

1. Stress-strain curves of concrete confined by spiral reinforcement.;Ahmad S. M.;ACI Struct. J.,1982

2. Behaviour of concrete spirally confined by fibreglass filaments

3. ASTM. (1992). “Standard test method for apparent tensile strength of ring or tubular plastics and reinforced plastics by split disk method.” D 2290–92 Annual Book of ASTM Standards Vol. 15.03.

4. ASTM. (1995). “Standard test method for tensile properties of polymer matrix composites materials.” D 3039/D 3039M-95 Annual Book of ASTM Standards Vol. 14.02.

5. Demers M. and Neale K. W. (1994). “Strengthening of concrete columns with unidirectional composite sheets.” Development in Short and Medium Span Bridge Engineering ’94 Proc. 4th Int. Conf. on Short and Medium Bridges A. A. Mufti B. Bakht and L. G. Jaeger eds. Canadian Society for Civil Engineering Montreal 895–905.

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