Unified Ultimate Axial Strain Model for Large Rupture Strain FRP–Confined Concrete Based on Energy Approach-Reference-Cited by-同舟云学术

Unified Ultimate Axial Strain Model for Large Rupture Strain FRP–Confined Concrete Based on Energy Approach

Published:2023-04 Issue:2 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Peng-Da¹,Zhang Tao²,Zeng Jun-Jie³^ORCID

Affiliation:

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

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

3. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong Provincial 510006, China (corresponding author). ORCID: .

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-3944

Reference54 articles.

1. Effect of corner radius on stress–strain behavior of FRP confined prisms under axial cyclic compression

2. Alkhrdaji, T., and K. Soudki. 2005. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-02. Farmington Hills, MI: ACI.

3. ASTM. 2008. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039M-08. West Conshohocken, PA: ASTM.

4. ASTM. 2017. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039/D3039M-17. West Conshohocken, PA: ASTM.

5. Stiffness-based design-oriented compressive stress-strain model for large-rupture-strain (LRS) FRP-confined concrete

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