Effects of the Concrete Strength and FRP Reinforcement Type on the Non-Linear Behavior of Concrete Deep Beams

Kazemi, Mostafa; Daneshfar, Mohammad; Zandi, Yousef; Sadighi Agdas, Alireza; Yousefieh, Negin; Mohammadifar, Leili; Rahmani, Aida; Saberian, Mohammad; Mamdouh, Amr; Khadimallah, Mohamed Amine; Li, Jie

doi:10.3390/su14074136

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Effects of the Concrete Strength and FRP Reinforcement Type on the Non-Linear Behavior of Concrete Deep Beams

Kazemi, Mostafa; Daneshfar, Mohammad; Zandi, Yousef et al.

2022 • In Sustainability, 14 (7), p. 1-29

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10.3390/su14074136

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Keywords :

FE analysis; non-linear behaviour; web longitudinal reinforcement; GFRP and CFRP rebars; concrete strength

Abstract :

[en] To provide sustainable reinforced concrete deep beams, the replacement of steel rebars by FRP rebars with high-chemical resistance is proposed by researchers. However, the effects of the concrete strength, top and web longitudinal reinforcements, and types of FRP flexural rebars on the non-linear performance of concrete deep beams have rarely been evaluated. This study numerically assessed the effects of the top and web longitudinal reinforcements and concrete strength on the non-linear behaviour of GFRP- and CFRP-strengthened concrete deep beams with various shear span-to-overall depth (a/h) ratios. As per the results, the highest tensile stress was obtained for the steel reinforcement, and the tensile stress in the CFRP reinforcement was more than that of the GFRP reinforcement under the failure load. Meanwhile, the results of high- and normal-strength concrete deep beams with the web reinforcement (16.4%) were lower than those without the web reinforcement (22.3%). Therefore, the web reinforcement moderately compensated for the low strength of normal concrete and the absence of the top longitudinal rebar to reinforce concrete deep beams in carrying the ultimate load. Furthermore, the participation of the GFRP reinforcement with the high-strength concrete was more than that with the normal-strength concrete in carrying a higher amount of loading.

Disciplines :

Civil engineering

Author, co-author :

Kazemi, Mostafa ; Université de Liège - ULiège > Département ArGEnCo

Daneshfar, Mohammad; Deylaman Institute of Higher Education > Department of Civil Engineering

Zandi, Yousef; Islamic Azad University > Department of Civil Engineering

Sadighi Agdas, Alireza; Ghateh Gostar Novin Company

Yousefieh, Negin; University of Tehran > Department of Civil Engineering

Mohammadifar, Leili; Islamic Azad University > Faculty of Architectural Engineering

Rahmani, Aida; Western Sydney University > Centre for Infrastructure Engineering

Saberian, Mohammad; RMIT University > School of Engineering

Mamdouh, Amr; Future University in Egypt > Architectural Department, Faculty of Engineering and Technology

Khadimallah, Mohamed Amine; Prince Sattam Bin Abdulaziz University > Civil Engineering Department, College of Engineering

Li, Jie; RMIT University > School of Engineering

Language :

English

Title :

Effects of the Concrete Strength and FRP Reinforcement Type on the Non-Linear Behavior of Concrete Deep Beams

Publication date :

30 March 2022

Journal title :

Sustainability

eISSN :

2071-1050

Publisher :

Multidisciplinary Digital Publishing Institute (MDPI), Basel, Switzerland

Volume :

Issue :

Pages :

1-29

Peer reviewed :

Peer Reviewed verified by ORBi

Available on ORBi :

since 30 April 2022

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