Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading-Reference-Cited by-同舟云学术

Axial and Flexural Performance of Square RC Columns Wrapped with CFRP under Eccentric Loading

Published:2012-12 Issue:6 Volume:16 Page:640-649
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hadi Muhammad N. S.¹,Widiarsa Ida Bagus Rai²

Affiliation:

1. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong NSW 2522, Australia (corresponding author).

2. Lecturer, Dept. of Civil Engineering, Univ. of Udayana, Bali 80361, Indonesia; presently, Ph.D. Scholar at the School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong NSW 2522, Australia.

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.1943-5614.0000301

Reference24 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. ASTM. (2008). “Standard test method for tensile properties of polymer matrix composite materials.” ASTM D 3039-08 Philadelphia.

3. Axial–flexural interaction in circular FRP-confined reinforced concrete columns

4. Performance of fiber-reinforced polymer-wrapped reinforced concrete column under combined axial-flexural loading;Chaallal O.;ACI Struct. J.,2000

5. Normal- and High-Strength Concrete Circular Elements Wrapped with FRP Composites

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