Stress–Strain Behavior of Large-Scale Circular Columns Confined with FRP Composites-Reference-Cited by-同舟云学术

Stress–Strain Behavior of Large-Scale Circular Columns Confined with FRP Composites

Published:2006-01 Issue:1 Volume:132 Page:123-133
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Matthys S.¹²³,Toutanji H.¹²³,Taerwe L.¹²³

Affiliation:

1. Assistant Professor, Dept. of Structural Engineering, Magnel Laboratory for Concrete Research, Ghent Univ., Technologiepark-Zwijnaarde 904, B-9052 Ghent, Belgium.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Alabama in Huntsville, Huntsville, AL 35899.

3. Professor and Director, Magnel Laboratory for Concrete Research, Ghent Univ., Technologiepark-Zwijnaarde 904, B-9052 Ghent, Belgium.

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%282006%29132%3A1%28123%29

Reference40 articles.

1. Stress-strain curves of concrete confined by spiral reinforcement;Ahmad S. H.;J. Am. Concr. Inst.,1982

2. FRP around the world;American Concrete Institute;Concr. Int.,1999

3. Audenaert K. (1999). “Inrijgen van betonkolommen met vezelcomposietlaminaten.” Graduation thesis Department of Structural Engineering Magnel Laboratory for Concrete Research Ghent Univ. Ghent Belgium.

4. Ballinger C. Maeda T. and Hoshijima T. (1993). “Strengthening of reinforced concrete chimneys columns and beams with carbon fiber reinforced plastics.” Proc. 1st. Int. Symp. on Fiber-Reinforced-Plastic Reinforcement for Concrete Structures Vancouver ACI SP-138 American Concrete Institute Detroit 233–248.

5. British Standards Institution (BSI). (1997). “Structural use of concrete Part 1.” Code of Practice for Design and Construction BS 8110 London U.K.

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