EconPapers    
Economics at your fingertips  
 

Seismic Performance of Hybrid Corrosion-Free Self-Centering Concrete Shear Walls

Emad Abraik, Maged A. Youssef and Salah F. El-Fitiany
Additional contact information
Emad Abraik: Department of Civil and Environmental Engineering, Faculty of Engineering, Western University, London, ON N6A 5B9, Canada
Maged A. Youssef: Department of Civil and Environmental Engineering, Faculty of Engineering, Western University, London, ON N6A 5B9, Canada
Salah F. El-Fitiany: Department of Civil and Environmental Engineering, Faculty of Engineering, Western University, London, ON N6A 5B9, Canada

Sustainability, 2022, vol. 14, issue 2, 1-24

Abstract: Reinforced concrete (RC) walls are extensively used in high-rise buildings to resist lateral loads, while ensuring an adequate level of ductility. Durability problems, including corrosion of conventional steel reinforcements, necessitate exploring alternative types of reinforcement. The use of glass fiber reinforced polymer (FRP) bars is a potential solution. However, these bars cannot be used in seismic applications because of their brittleness and inability to dissipate seismic energy. Superelastic shape memory alloy (SMA) is a corrosion-free material with high ductility and unique self-centering ability. Its high cost is a major barrier to use in construction projects. The clear advantage of utilizing both SMA and FRP to achieve durable self-centering structures has motivated the development of a composite SMA-FRP bar. This paper investigates the hybrid use of FRP bars and either SMA bars or composite SMA-FRP in concrete shear walls. An extensive parametric study was conducted to study the effect of different design parameters on the lateral performance of hybrid RC walls. The seismic behavior of the hybrid walls was then examined. The hybrid walls not only solved the durability problem but also significantly improved the seismic performance.

Keywords: reinforced concrete wall; fiber reinforcement; superelastic shape memory alloy; dynamic analysis; residual deformations (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2022
References: View complete reference list from CitEc
Citations: View citations in EconPapers (2)

Downloads: (external link)
https://www.mdpi.com/2071-1050/14/2/712/pdf (application/pdf)
https://www.mdpi.com/2071-1050/14/2/712/ (text/html)

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:gam:jsusta:v:14:y:2022:i:2:p:712-:d:720936

Access Statistics for this article

Sustainability is currently edited by Ms. Alexandra Wu

More articles in Sustainability from MDPI
Bibliographic data for series maintained by MDPI Indexing Manager ().

 
Page updated 2025-03-19
Handle: RePEc:gam:jsusta:v:14:y:2022:i:2:p:712-:d:720936