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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Collections - College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles
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