Stress–Strain Relation of FRP-Confined Predamaged Concrete Prisms with Square Sections of Different Corner Radii Subjected to Monotonic Axial Compression-Reference-Cited by-同舟云学术

Stress–Strain Relation of FRP-Confined Predamaged Concrete Prisms with Square Sections of Different Corner Radii Subjected to Monotonic Axial Compression

Published:2019-04 Issue:2 Volume:23 Page:04019001
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Pengda¹,Sui Lili²,Xing Feng²,Li Mali³,Zhou Yingwu⁴,Wu Yu-Fei⁵

Affiliation:

1. Associate Research Fellow, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518000, China.

2. Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518000, China.

3. Formerly, Postgraduate Student, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518000, China.

4. Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518000, China (corresponding author).

5. Professor, School of Engineering, RMIT Univ., Melbourne, VIC 3001, 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.1943-5614.0000921

Reference53 articles.

1. Monotonic Stress–Strain Behavior of Steel Rebars Embedded in FRP-Confined Concrete Including Buckling

2. Cross-Sectional Unification on the Stress-Strain Model of Concrete Subjected to High Passive Confinement by Fiber-Reinforced Polymer

3. Corner strengthening of square and rectangular concrete-filled FRP tubes

4. Analysis of FRP confined columns under eccentric loading

5. Fiber-reinforced plastic-confined rectangular columns subjected to axial loading

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