Ultimate Condition of Fiber Reinforced Polymer-Confined Concrete

Author:

Lam L.1,Teng J. G.2

Affiliation:

1. Senior Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China. E-mail: cellam@polyu.edu.hk

2. Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China. E-mail: cejgteng@polyu.edu.hk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference22 articles.

1. ASTM. ( 1992). “Standard test method for apparent tensile strength of ring or tubular plastics and reinforced plastics by split disk method.” D 2290-92 West Conshohocken Pa.

2. ASTM. ( 1995). “Standard test method for tensile properties of polymer matrix composite materials.” D 3039/D 3039M West Conshohocken Pa.

3. Daniel I.M. and Ishai O. ( 1994). Engineering mechanics of composite materials Oxford University Press New York.

4. Comparative Study of Models on Confinement of Concrete Cylinders with Fiber-Reinforced Polymer Composites

5. Concrete encased in fiberglass reinforced-plastic;Fardis M. N.;ACI J.,1981

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