Axial Compressive Behavior of Slender Circular Columns Made of Green Concrete and Double Layers of Steel and GFRP Reinforcement

Author:

AlHamaydeh Mohammad1ORCID,Awera Yousef2ORCID,Elkafrawy Mohamed3ORCID

Affiliation:

1. Professor, Dept. of Civil Engineering, College of Engineering, American Univ. of Sharjah, Sharjah 26666, UAE (corresponding author). ORCID: .

2. Graduate Research Assistant, Dept. of Civil Engineering, College of Engineering, American Univ. of Sharjah, Sharjah 26666, UAE. ORCID: .

3. Materials Science and Engineering Program, College of Arts and Sciences in Collaboration with College of Engineering, American Univ. of Sharjah, Sharjah 26666, UAE; Structural Engineering Dept., Faculty of Engineering, Tanta Univ., Tanta 31733, Egypt. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference39 articles.

1. Proposed slenderness limit for glass fiber-reinforced polymer-reinforced concrete columns based on experiments and buckling analysis;Abdelazim W.;ACI Struct. J.,2020

2. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete and commentary, 1–524. ACI 318-19. ACI Committee 318. Farmington Hills, MI: ACI.

3. ACI (American Concrete Institute). 2022. Building code requirements for structural concrete reinforced with glass fiber-reinforced polymer (GFRP) bars and commentary, 1–255. ACI Committee 440. Farmington Hills, MI: ACI.

4. Axial capacity of circular concrete columns reinforced with GFRP bars and spirals;Afifi M. Z.;J. Compos. Constr.,2014

5. Approaching green buildings using eco-efficient construction materials : A review of the state-of-the-art;Aghdam K. A.;KICEM J. Constr. Eng. Project Manage.,2018

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