Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Analytical, Numerical and Physical Models Vol. 15, No. 57 (2021)

Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading

Author and affiliation details
  • Asmaa Sobhy Zagazig University, Egypt ORCID iD0000-0002-3660-4725
  • Louay Aboul Nour Zagazig University, Egypt
  • Hilal Hassan Zagazig University, Egypt
  • Alaaeldin Elsisi Corresponding author University of Missouri, USA; on research leave from Zagazig University, Egypt ORCID iD0000-0001-8190-6100 elsisiae@missouri.edu
DOI
10.3221/IGF-ESIS.57.07
Pages
70-81
Published
Licence
CC BY 4.0
Published inVol. 15, No. 57 (2021)Go to the issue

Abstract

A substantial amount of work was carried out on the use of fiber-reinforced polymer (FRP) in reinforcing concrete structural elements, which demonstrated considerable inelasticity or deformity through monotonous and fatigue loads. Even so, the action of FRP bars in FRP-RC columns and frame structures has not yet been studied during reversed cyclic loading.

In this research, reversed cyclic loading was conducted on three beam-column joint models using the finite element method with ANSYS software. The first model was for a joint designed with steel rebar for both the longitudinal reinforcement and stirrups. Glass fiber reinforced polymer (GFRP) rebar was used to reinforced the second joint model for both longitudinal reinforcement and steel stirrups, and the third joint model was designed with hybrid steel/GFRP reinforcement for the longitudinal reinforcement and steel stirrups. The performance of the three models under reversed cyclic loading, such as load vs. story drift and energy dissipation capacity, were compared. The GFRP-reinforced model displayed a predominantly elastic activity up to failure. Although its energy dissipation was weak, its performance in terms of total storey drift demand was satisfactory.

Keywords

Article history

  1. ReceivedUntil the next stage: 17 days
  2. Revision requestedUntil the next stage: 20 days
  3. RevisedUntil the next stage: 0 days
  4. AcceptedUntil the next stage: 41 days
  5. Published

How to cite

APA

Sobhy, A., Aboul Nour, L., Hassan, H., & Elsisi, A. (2021). Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading. Fracture and Structural Integrity, 15(57), 70–81. https://doi.org/10.3221/IGF-ESIS.57.07

IEEE

A. Sobhy, L. Aboul Nour, H. Hassan, and A. Elsisi, “Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading,” Fracture and Structural Integrity, vol. 15, no. 57, pp. 70–81, 2021, doi: 10.3221/IGF-ESIS.57.07.

MLA

Sobhy, Asmaa, et al. “Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading.” Fracture and Structural Integrity, vol. 15, no. 57, 2021, pp. 70–81. https://doi.org/10.3221/IGF-ESIS.57.07.

Chicago

Sobhy, Asmaa, Louay Aboul Nour, Hilal Hassan, and Alaaeldin Elsisi. 2021. “Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading.” Fracture and Structural Integrity 15 (57): 70–81. https://doi.org/10.3221/IGF-ESIS.57.07.

Harvard

Sobhy, A., Aboul Nour, L., Hassan, H. and Elsisi, A. (2021) ‘Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading’, Fracture and Structural Integrity, 15(57), pp. 70–81. doi: 10.3221/IGF-ESIS.57.07.

Vancouver

Sobhy A, Aboul Nour L, Hassan H, Elsisi A. Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading. Fracture and Structural Integrity. 2021;15(57):70-81. doi:10.3221/IGF-ESIS.57.07

BibTeX

@article{sobhy2021, author = {Sobhy, Asmaa and Aboul Nour, Louay and Hassan, Hilal and Elsisi, Alaaeldin}, title = {Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {15}, number = {57}, pages = {70--81}, doi = {10.3221/IGF-ESIS.57.07}, url = {https://doi.org/10.3221/IGF-ESIS.57.07}, issn = {1971-8993} }

RIS

TY - JOUR AU - Sobhy, Asmaa AU - Aboul Nour, Louay AU - Hassan, Hilal AU - Elsisi, Alaaeldin TI - Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/06/22 VL - 15 IS - 57 SP - 70 EP - 81 DO - 10.3221/IGF-ESIS.57.07 UR - https://doi.org/10.3221/IGF-ESIS.57.07 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Asmaa Sobhy, Louay Aboul Nour, Hilal Hassan, Alaaeldin Elsisi.

Copyright 
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