Postpeak Stress–Strain Behavior of High-Strength Concrete under Different FRP Confinement Stiffness Ratios-Reference-Cited by-同舟云学术

Postpeak Stress–Strain Behavior of High-Strength Concrete under Different FRP Confinement Stiffness Ratios

Published:2024-04 Issue:2 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Peng-Da¹^ORCID,Zeng Qiang²,Gao Si-Jie²,Yuan Fang³

Affiliation:

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

2. Postgraduate Student, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

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

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4431

Reference57 articles.

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3. ASTM. 2017. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039. West Conshohocken, PA: ASTM.

4. Stress–strain relationship of confined and unconfined concrete;Attard M. M.;Mater. J.,1996

5. Review study on the current development of confined high-strength concrete;Awang A. Z.;Int. J. Struct. Eng.,2018