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Behavior of Reinforced Concrete Columns Confined by New Steel-Jacketing Method

Authors
Choi, EunsooChung, Young-SooPark, JoonamCho, Baik-Soon
Issue Date
Nov-2010
Publisher
AMER CONCRETE INST
Keywords
external pressure; grouting; reinforced concrete columns; seismic retrofit; steel jacket
Citation
ACI STRUCTURAL JOURNAL, v.107, no.6, pp.654 - 662
Journal Title
ACI STRUCTURAL JOURNAL
Volume
107
Number
6
Start Page
654
End Page
662
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/20687
ISSN
0889-3241
Abstract
This paper introduces a new steel-jacketing method for reinforced concrete (RC) columns using external pressure. Experimental tests of concrete cylinders and RC columns are performed to assess the effectiveness of the proposed method. Single-and double-layered Jackets are introduced. The newly jacketed cylinders show good results in terms of increasing the compressive strength and ductility compared to plain cylinders. The double-layered jackets are estimated to show equal performance to that of a single steel jacket having the same thickness as the double-layered jacket. Four columns are prepared and two of them are confined by steel jackets with external pressure; one is a single-layered jacket and the other is a double-layered jacket. The proposed steel-jacketing method increases the ductility of lap-spliced RC columns. The double-layered jacketed column produces more ductile behavior than the single-layered jacketed column.
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