Experimental Behavior of GFRP Bar–Reinforced CFRP Strip Tie–Confined Normal-Strength Concrete Columns under Different Loading Conditions

Author:

Ayoub Muhammad1,Hasan Hayder Alaa2,Neaz Sheikh M.3ORCID,Hadi Muhammad N. S.4ORCID

Affiliation:

1. Ph.D. Candidate, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW 2522, Australia; Dept. of Civil Engineering, Faculty of Engineering, Balochistan Univ. of Information Technology, Engineering, and Management Sciences, Quetta 08770, Pakistan.

2. Formerly, Lecturer, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW 2522, Australia.

3. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW 2522, Australia (corresponding author). ORCID: .

4. Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, NSW 2522, Australia. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference37 articles.

1. ACI (American Concrete Institute). 2015. Guide for the Design and Construction of structural concrete reinforced with Fiber Reinforced Polymer (FRP) bars. ACI 440.1R-15. Farmington Hills, MI: ACI.

2. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary. ACI 318-19. Farmington Hills, MI: ACI.

3. Bend Strength of FRP Stirrups: Comparison and Evaluation of Testing Methods

4. Axial performance of hollow concrete columns reinforced with GFRP composite bars with different reinforcement ratios

5. AS (Australian Standard). 2014. Methods of testing concrete method 9: Determination of the compressive strength of concrete specimens. AS 1012.9-14. Sydney, Australia: AS.

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