Cyclic Compressive Behavior of Concrete Confined with Large Rupture Strain FRP Composites-Reference-Cited by-同舟云学术

Cyclic Compressive Behavior of Concrete Confined with Large Rupture Strain FRP Composites

Author:

Bai Yu-Lei¹,Dai Jian-Guo²,Teng J. G.³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference28 articles.

2. Stress–strain behavior of concrete under cyclic loading;Bahn B. Y.;ACI Mater. J.,1998

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