Analytical Model for Circular Normal- and High-Strength Concrete Columns Confined with FRP-Reference-Cited by-同舟云学术

Analytical Model for Circular Normal- and High-Strength Concrete Columns Confined with FRP

Published:2010-10 Issue:5 Volume:14 Page:562-572
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Cui C.¹²,Sheikh S. A.¹²

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto ON, Canada M5S 1A4.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto ON, Canada M5S 1A4 (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%29CC.1943-5614.0000115

Reference52 articles.

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3. Evaluation of ratio between splitting tensile strength and compressive strength for concretes up to 120 MPa and its application in strength criterion;Arιoglu N.;ACI Mater. J.,2006

4. Stress-strain relationship of confined and unconfined concrete;Attard M. M.;ACI Mater. J.,1996

5. Cairns S. W. and Sheikh S. A. (2001). “Circular concrete columns externally reinforced with pre-fabricated carbon polymer shells.” Research Rep. No. CS-01-01 Dept. of Civil Engineering Univ. of Toronto Toronto.

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