Experimental Study of Normal- and High-Strength Concrete Confined with Fiber-Reinforced Polymers-Reference-Cited by-同舟云学术

Experimental Study of Normal- and High-Strength Concrete Confined with Fiber-Reinforced Polymers

Published:2010-10 Issue:5 Volume:14 Page:553-561
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 Eng., 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.1943-5614.0000116

Reference12 articles.

1. ASTM. (2002). “Test method for tensile properties of polymer matrix composite materials.” ASTM D3039/D3039M-00E02 International Library Service Provo Utah.

2. Cairns S. W. and Sheikh S. A. (2001). “Circular concrete columns externally reinforced with pre-fabricated carbon polymer shells.” Research Rep. Dept. of Civ Eng. Univ. of Toronto Toronto Canada.

3. De Lorenzis L. Micelli F. and La Tegola A. (2002). “Influence of specimen size and resin type on the behavior of FRP-confined concrete cylinders.” Proc. ACIC-2002 Thomas Telford U.K.

4. Laine D. P. (2004). “Effect of axial preloads on confined concrete.” M.Sc. thesis Univ. of Toronto Toronto Canada.

5. Size effects in axially loaded square-section concrete prisms strengthened using carbon fibre reinforced polymer wrapping

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