Pullout Behavior of Connections Using Self-Drilling Screws for Pultruded Fiber-Reinforced Polymer Composites in Construction-Reference-Cited by-同舟云学术

Pullout Behavior of Connections Using Self-Drilling Screws for Pultruded Fiber-Reinforced Polymer Composites in Construction

Published:2023-02 Issue:1 Volume:27 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Cai Zhenqi¹,Qiu Chengyu²,Bai Yu³,Bank Lawrence C.⁴^ORCID,Zhao Xiao-Ling⁵

Affiliation:

1. Postgraduate Student, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

2. Formerly, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia.

3. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia (corresponding author).

4. Research Engineer, Research Faculty, School of Architecture, Georgia Institute of Technology, 245 4th St NW, Atlanta, GA 30332. ORCID: .

5. Professor, Dept. of Civil and Environmental Engineering, The Hong Kong Polytechnic Univ., Hong Kong, 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

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-3949

Reference47 articles.

1. ANSYS. 2016. ANSYS software release 17.0. Canonsburg, PA: ANSYS.

2. ASTM. 2014. Standard test method for tensile properties of plastics. ASTM D638-14. West Conshohocken, PA: ASTM.

3. ASTM. 2016. Standard test method for short-beam strength of polymer matrix composite materials and their laminates. ASTM D2344/D2344M-16. West Conshohocken, PA: ASTM.

4. Capacity of nonlinear large deformation for trusses assembled by brittle FRP composites

5. Composites for Construction

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