Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket-Reference-Cited by-同舟云学术

Unified Strength Model for Square and Circular Concrete Columns Confined by External Jacket

Published:2009-03 Issue:3 Volume:135 Page:253-261
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Yu-Fei¹²,Wang Lei-Ming¹²

Affiliation:

1. Assistant Professor, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong (corresponding author).

2. Master of Philosophy Student, Dept. of Building and Construction, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282009%29135%3A3%28253%29

Reference39 articles.

1. Influence of edge sharpness on the strength of square concrete columns confined with FRP composite laminates

2. American Concrete Institute (ACI) Committee 440. (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Rep. Technical Committee Document 440.2R-02 Detroit.

3. Strength and strain capacities of concrete compression members reinforced with FRP

4. Comité Euro-International du Beton/Fedeŕation International Précontrainle (CEB-FIP). (2001). “Externally bonded FRP reinforcement for RC structures.” Bulletin 14 Paris.

5. Cole C. and Belarbi A. (2001). “Confinement characteristics of rectangular FRP jacketed RC columns.” Proc. 5th Int. Symp. on Fiber Reinforced Polymer for Reinforce Concrete Structures (FRPRCS-5) Cambridge 823–832.

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