Strength of Bridge High-Strength Concrete Slender Compression Members Reinforced with GFRP Bars and Spirals: Experiments and Second-Order Analysis-Reference-Cited by-同舟云学术

Strength of Bridge High-Strength Concrete Slender Compression Members Reinforced with GFRP Bars and Spirals: Experiments and Second-Order Analysis

Published:2020-09 Issue:9 Volume:25 Page:04020066
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Abdelazim Waseem¹,Mohamed Hamdy M.²,Benmokrane Brahim³,Nolan Steven⁴^ORCID

Affiliation:

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

2. Lecturer and Research Associate, Dept. of Civil Engineering, Univ. of Sherbrooke, Quebec, Canada J1K 2R1.

3. Professor, 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 Boulevard de l’Université, Sherbrooke, Quebec, Canada J1K 2R1 (corresponding author).

4. Bridge Engineer, Advanced Materials for Structural Durability & Resiliency, State Structures Design Office, Florida Dept. of Transportation (FDOT), 605 Suwannee St., Tallahassee, FL 32399. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001601

Reference38 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. Inelastic Second-Order Analysis for Slender GFRP-Reinforced Concrete Columns: Experimental Investigations and Theoretical Study

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