Size Effect of Concrete Short Columns Confined with Aramid FRP Jackets-Reference-Cited by-同舟云学术

Size Effect of Concrete Short Columns Confined with Aramid FRP Jackets

Published:2011-08 Issue:4 Volume:15 Page:535-544
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Yuan-feng¹²,Wu Han-liang¹²

Affiliation:

1. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

2. Assistant Researcher, Bridge Technology Research Center, Research Institute of Highway, MOT, Beijing 100088, China.

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.1943-5614.0000178

Reference31 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440 ACI-440 Committee Detroit.

2. Size Effect in Blunt Fracture: Concrete, Rock, Metal

3. Failure of slender and stocky reinforced concrete columns: tests of size effect

4. Canadian Standard Association (CSA). (2002). “Design and construction of building components with fibre-reinforced polymers.” CSA-S806-2002 Rexdale BD Toronto.

5. Axial behavior and modeling of confined small-, medium-, and large-scale circular sections with carbon fiber-reinforced polymer jackets;Carey S. A.;ACI Struct. J.,2005

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