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외측 횡 구속된 콘크리트 공시체의 내진 거동Seismic Behavior of Concrete Cylinders Reinforced by Outside Lateral Hoops

Other Titles
Seismic Behavior of Concrete Cylinders Reinforced by Outside Lateral Hoops
Authors
최은수김병화신재관이도형
Issue Date
2014
Publisher
한국지진공학회
Keywords
Lateral confinement; Stainless steel; GFRP; Uniaxial compressive test
Citation
한국지진공학회논문집, v.18, no.1, pp.45 - 51
Journal Title
한국지진공학회논문집
Volume
18
Number
1
Start Page
45
End Page
51
URI
https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/18825
ISSN
1226-525X
Abstract
This paper investigates experimentally the confinement effect on concrete. For this purpose, outside lateral reinforcement members made of stainless steel and GFRP were employed. Then, uniaxial compressive tests on concrete cylinders incorporating the members were conducted. A total of 30 cylinder specimens, specifically, 6 unconfined specimens, 12 specimens confined by stainless steel and 12specimens confined by GFRP, were fabricated. The failure patterns of both unconfined and confined specimens were assessed and discussed based on experimental results. The results proved that the maximum stress and corresponding strains of the cylinders confined using the proposed hoops are increased in comparison with those of the unconfined. This supports that the current work can be used for retrofitting concrete members and structures and thus may lead to increased stability of such structures.
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