Confinement Effect of Reinforced Concrete Columns with Rectangular and Octagon-Shaped Spirals

Hyeong-Gook Kim, Chan-Yu Jeong, Dong-Hwan Kim and Kil-Hee Kim
Additional contact information
Hyeong-Gook Kim: Department of Architectural Engineering, Kongju National University, Cheonandaero, Seobuk, Cheonan 1223-24, Korea
Chan-Yu Jeong: Department of Architectural Engineering, Kongju National University, Cheonandaero, Seobuk, Cheonan 1223-24, Korea
Dong-Hwan Kim: Department of Architectural Engineering, Kongju National University, Cheonandaero, Seobuk, Cheonan 1223-24, Korea
Kil-Hee Kim: Department of Architectural Engineering, Kongju National University, Cheonandaero, Seobuk, Cheonan 1223-24, Korea

Sustainability, 2020, vol. 12, issue 19, 1-10

Abstract: Conventional spiral-type transverse reinforcement is effective at increasing the ductility and the maximum strength of reinforced concrete (RC) columns because it confines the inner concrete and the longitudinal reinforcement. However, when arranging crossties in a RC column with spirals, problems such as mutual interference with longitudinal reinforcement, overcrowding of reinforcement, and deterioration of constructability occur. Furthermore, the loosening of 90 and 130-degree standard hooks due to the lateral expansion of concrete causes buckling of the longitudinal reinforcement. This paper describes the ability of a newly developed spiral-type transverse reinforcement with various yield strengths to confine RC columns subjected to cyclic lateral load and constant axial load. The ductility capacity, energy dissipation, and effective stiffness of RC columns confined by the developed spiral-type transverse reinforcement were compared with those of RC columns confined by typical rectangular reinforcement. The experimental results showed that RC column specimens with the developed spiral-type transverse reinforcement have better performances in terms of ductility capacity and energy dissipation, even though the amount of reinforcement used for the specimens decreased by about 27% compared with the specimen with typical rectangular reinforcement.

Keywords: reinforced concrete column; confinement effects; energy dissipation (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2020
References: View complete reference list from CitEc
Citations:

Downloads: (external link)
https://www.mdpi.com/2071-1050/12/19/7981/pdf (application/pdf)
https://www.mdpi.com/2071-1050/12/19/7981/ (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:12:y:2020:i:19:p:7981-:d:420091

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 ().