Behavior of Short and Slender RC Columns with BFRP Bars under Axial and Flexural Loads: Experimental and Analytical Investigation-Reference-Cited by-同舟云学术

Behavior of Short and Slender RC Columns with BFRP Bars under Axial and Flexural Loads: Experimental and Analytical Investigation

Published:2024-02 Issue:1 Volume:28 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Hamid Fkrat Latif¹^ORCID,Yousif Ali Ramadhan²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Salahaddin University-Erbil, Kurdistan Region 44001, Iraq (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Salahaddin University-Erbil, Kurdistan Region 44001, Iraq.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JCCOF2.CCENG-4465

Reference67 articles.

1. Proposed Slenderness Limit for Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Based on Experiments and Buckling Analysis

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

3. Effect of critical test parameters on behavior of glass fiber-reinforced polymer-reinforced concrete slender columns under eccentric load;Abdelazim W.;ACI Struct. J.,2020

4. ACI (American Concrete Institute). 2015. Guide for the design and construction of structural concrete reinforced with Firber-Reinforced Polymer (FRP) bars. ACI 440.1R-15. Farmington Hills, MI: ACI.

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

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