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일축 압축 실험을 통한 DSCT 부재의 구속 콘크리트에 대한 실험적 연구Experimental Study for Confined Concrete of Double Skinned Composite Tubular Columns by Uniaxial Compression Test

Other Titles
Experimental Study for Confined Concrete of Double Skinned Composite Tubular Columns by Uniaxial Compression Test
Authors
강영종
Issue Date
2013
Publisher
한국복합신소재구조학회
Keywords
DSCT; Confining effect; Concrete material model; Composite column
Citation
한국복합신소재구조학회 논문집, v.4, no.3, pp.13 - 21
Journal Title
한국복합신소재구조학회 논문집
Volume
4
Number
3
Start Page
13
End Page
21
URI
https://scholar.korea.ac.kr/handle/2021.sw.korea/105775
DOI
10.11004/kosacs.2013.4.3.013
ISSN
2093-5145
Abstract
In this study, uniaxial compression tests were performed to investigates the stress-strain relations of Double Skinned Composite Tubular Columns reinforced with steel tube. The confined concrete has been known as the strength of concrete increases significantly. Specimens reinforced with outer and inner steel tube were tested by uniaxial compression test. To investigate the influence of concrete strength increase by confining conditions in steel tubes, 8 specimens with different thickness of tube, hollowness ratio and concrete strength were tested and compared with other researcher's concrete material model.
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공과대학 (건축사회환경공학부)
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