Analytical Model for FRP-Confined Circular Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Analytical Model for FRP-Confined Circular Reinforced Concrete Columns

Published:2008-10 Issue:5 Volume:12 Page:541-552
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Eid R.¹²,Paultre P.¹²

Affiliation:

1. Structural Engineer, Halcrow Yolles, 207 Queen’s Quay West, Suite 550, P.O. Box 132, Toronto, ON, Canada M5J 1A7.

2. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke QC, Canada J1K 2R1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282008%2912%3A5%28541%29

Reference51 articles.

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

2. Behaviour of concrete spirally confined by fibreglass filaments

3. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI 318-05 Farmington Hills Mich.

4. ASTM. (2004). “Standard test method for apparent hoop tensile strength of plastic or reinforced plastic pipe by split disk method.” Annual book of ASTM standards ASTM D 2290–04 08.04 West Conshohocken Pa.

5. ASTM. (2006). “Standard test method for tensile properties of polymer matrix composite materials.” Annual book of ASTM standards ASTM D 3039/D 3039M-00 15.03 West Conshohocken Pa.

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