Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns-Reference-Cited by-同舟云学术

Data-Driven Flexural Stiffness Model of FRP-Reinforced Concrete Slender Columns

Published:2022-06 Issue:3 Volume:26 Page:
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Almasabha Ghassan¹^ORCID,Tarawneh Ahmad²^ORCID,Saleh Eman²^ORCID,Alajarmeh Omar³^ORCID

Affiliation:

1. Assistant Professor, Faculty of Engineering, Dept. of Civil Engineering, The Hashemite Univ., Zarqa 13115, Jordan (corresponding author). ORCID: .

2. Assistant Professor, Faculty of Engineering, Dept. of Civil Engineering, The Hashemite Univ., Zarqa 13115, Jordan. ORCID: .

3. Centre for Future Materials (CFM), School of Civil Engineering and Surveying, Univ. of Southern Queensland, Toowoomba, QLD 4350, Australia; Faculty of Engineering, Dept. of Civil Engineering, Tafila Technical Univ., Tafila 66110, Jordan. ORCID: .

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/%28ASCE%29CC.1943-5614.0001218

Reference37 articles.

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

2. Proposed flexural stiffness of slender concrete columns reinforced with glass fiber-reinforced polymer bars;Abdelazim W.;ACI Struct. J.,2021

3. ACI. 2015. Guide for the design and construction of structural concrete reinforced with FRP bars. ACI 440.1R-15. Farmington Hills, MI: ACI.

4. ACI. 2019. Building code requirements for structural concrete (ACI 318-19) and commentary. ACI 318R-19. Farmington Hills, MI: ACI.

5. Axial Capacity of Circular Concrete Columns Reinforced with GFRP Bars and Spirals

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