Large-Scale FRP-Confined Rectangular RC Columns with Section Curvilinearization under Axial Compression-Reference-Cited by-同舟云学术

Large-Scale FRP-Confined Rectangular RC Columns with Section Curvilinearization under Axial Compression

Published:2021-06 Issue:3 Volume:25 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Zeng J. J.¹^ORCID,Teng J. G.²,Lin Guan³^ORCID,Li L. J.⁴

Affiliation:

1. Associate Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China. ORCID: .

2. Chair Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

3. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author). ORCID: .

4. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, 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.1943-5614.0001129

Reference59 articles.

1. ACI (American Concrete Institute). 2017. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-17. Farmington Hills, MI: ACI.

2. ASTM. 2002. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM C469-02. West Conshohocken, PA: ASTM.

3. ASTM. 2014. Standard test method for tensile properties of polymer matrix composite materials. ASTM D3039-14. West Conshohocken, PA: ASTM.

4. BSI (British Standards Institution). 1987. Method for tensile testing of metals. BSI 18. London: BSI.

5. Cross-section unification on the stress–strain model of concrete subjected to high passive confinement by fiber-reinforced polymer;Cao Y. G.;Polymers,2016

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