Axial Load–Moment Interaction Diagram of Circular Concrete Columns Reinforced with CFRP Bars and Spirals: Experimental and Theoretical Investigations-Reference-Cited by-同舟云学术

Axial Load–Moment Interaction Diagram of Circular Concrete Columns Reinforced with CFRP Bars and Spirals: Experimental and Theoretical Investigations

Published:2017-04 Issue:2 Volume:21 Page:04016092
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hadhood Abdeldayem¹,Mohamed Hamdy M.²,Benmokrane Brahim³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1.

2. Postdoctoral Fellow, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke, QC, Canada J1K 2R1; Assistant Professor, Helwan Univ., Helwan, Egypt.

3. Professor of Civil Engineering, and Tier-1 Canada Research Chair in Advanced Composite Materials for Civil Structures and NSERC Research Chair in Innovative FRP Reinforcement for Concrete Infrastructure, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 Université Blvd., Sherbrooke, QC, Canada J1K 2R1 (corresponding author).

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.1943-5614.0000748

Reference22 articles.

1. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete.” ACI 318-14M Farmington Hills MI.

2. ACI (American Concrete Institute). (2015). “Guide for the design and construction of concrete reinforced with FRP bars.” ACI 440.1R-15 Farmington Hills MI.

3. Axial capacity of circular concrete columns reinforced with GFRP bars and spirals;Afifi M.;J. Compos. Constr.,2013

4. Strength and axial behavior of circular concrete columns reinforced with CFRP bars and spirals;Afifi M.;J. Compos. Constr.,2013

5. Theoretical stress–strain model for circular concrete columns confined by GFRP spirals and hoops

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