Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study-Reference-Cited by-同舟云学术

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Flexural Behavior of GFRP–Aluminum Space Truss Strengthened with Prestressed CFRP Tendons: Experimental and Theoretical Study

Published:2024-10 Issue:5 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Da¹,Zhu Ruijie²,Li Feng³

Affiliation:

1. Ph.D. Student, College of Field Engineering, Army Engineering Univ. of PLA, Haifuxiang 1st, Qinhuai District, Nanjing 210007, China.

2. Lecturer, College of Field Engineering, Army Engineering Univ. of PLA, Haifuxiang 1st, Qinhuai District, Nanjing 210007, China (corresponding author).

3. Professor, College of Field Engineering, Army Engineering Univ. of PLA, Haifuxiang 1st, Qinhuai District, Nanjing 210007, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4745

Reference53 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2008. Prefabricated bridge guide specifications for design of FRP pedestrian bridges first edition. Washington, DC: AASHTO.

2. Strengthening of RC beams using prestressed fiber reinforced polymers – A review

3. ASTM (American Society for Testing and Materials). 2015. Standard test method for flexural properties of polymer matrix composite materials. D7264/D7264M-15. West Conshohocken, PA: ASTM.

4. Novel Joint for Assembly of All-Composite Space Truss Structures: Conceptual Design and Preliminary Study

5. Reflections on 50 Years of Pultruded Fiber-Reinforced Polymer Materials in Structural Engineering

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