Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis-Reference-Cited by-同舟云学术

Effect of Internal Stirrups on the Eccentric Compression Behavior of FRP-Confined RC Columns Based on Finite-Element Analysis

Published:2022-02 Issue:1 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Yuan Fang¹,Wu Yu-Fei²^ORCID,Zhao Xiu-Yuan³

Affiliation:

1. Associate Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

2. Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China; School of Engineering, RMIT Univ., 376-392 Swanston St., Melbourne, VIC 3001, Australia (corresponding author). ORCID: .

3. Master’s Candidate, School of Civil Engineering and Architecture, East China Jiaotong Univ., Nanchang 330013, 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.1943-5614.0001187

Reference45 articles.

1. ACI (American Concrete Institute). 2008. Building code requirements for structural concrete and commentary. ACI 318. Farmington Hills, MI: ACI.

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

3. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

4. CEB-FIP (Comité Euro-International du Béton-Fédération Internationale du Béton). 1993. Design of concrete structures. CEB-FIP-Model-Code 1990. London: Thomas Telford.

5. Monotonic axial behavior and modelling of RC circular columns confined with CFRP

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