Circular Concrete Columns and Beams Reinforced with GFRP Bars and Spirals under Axial, Eccentric, and Flexural Loading-Reference-Cited by-同舟云学术

Circular Concrete Columns and Beams Reinforced with GFRP Bars and Spirals under Axial, Eccentric, and Flexural Loading

Published:2020-06 Issue:3 Volume:24 Page:04020008
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Elchalakani Mohamed¹,Dong Minhao²^ORCID,Karrech Ali³,Mohamed Ali Mohamed Sadakkathulla⁴,Huo Jing-Si⁵

Affiliation:

1. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

2. Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author). ORCID: .

3. Associate Professor, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia.

4. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, SA 5000, Australia.

5. Professor, College of Civil Engineering and Architecture, Fuzhou Univ., Fujian Province 350002, People’s Republic of 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.1943-5614.0001008

Reference37 articles.

1. ACI (American Concrete Institute). 2008. Specification for carbon and glass fiber-reinforced polymer bar materials for concrete reinforcement (reapproved 2017). ACI 440.6-08(17). Farmington Hills MI: ACI.

2. Axial Capacity of Circular Concrete Columns Reinforced with GFRP Bars and Spirals

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