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    Concrete filled double skin tubular members subjected to bending

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    https://www.riss.kr/link?id=A104815877

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    A concrete filled double skin tubular (called CFDST in abbreviation) member consists of two concentric circular steel tubes and filled concrete between them. Purpose of this study is to investigate their bending characteristics experimentally. The two test parameters of the tubes considered were an inner-to-outer diameter ratio and a thickness-diameter ratio. As a result, their observed failure modes were controlled by tensile cracking or local buckling of the outer tube. Discussion is focused on the confinement effect on the

    filled concrete due to the both tubes and also the influence of the inner-to-outer diameter ratios on their deformability and load carrying capacity.
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    A concrete filled double skin tubular (called CFDST in abbreviation) member consists of two concentric circular steel tubes and filled concrete between them. Purpose of this study is to investigate their bending characteristics experimentally. The two...

    A concrete filled double skin tubular (called CFDST in abbreviation) member consists of two concentric circular steel tubes and filled concrete between them. Purpose of this study is to investigate their bending characteristics experimentally. The two test parameters of the tubes considered were an inner-to-outer diameter ratio and a thickness-diameter ratio. As a result, their observed failure modes were controlled by tensile cracking or local buckling of the outer tube. Discussion is focused on the confinement effect on the

    filled concrete due to the both tubes and also the influence of the inner-to-outer diameter ratios on their deformability and load carrying capacity.

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    참고문헌 (Reference)

    1 Zhao, X. L., "“Tests of concrete-filled double skin (SHS Outer and CHS inner) composite stub columns”, Advances in Steel Structures, 1, Chan, Teng and Chung (Eds.), Elsevier, 567-574"

    2 Elchalakani, M., "Tests on concrete filled double-skin(CHS outer and SHS inner) composite short columns under axial compression" 40 (40): 415-441, 2002

    3 Zhao, X. L., "Tests of Concrete-filled double skin CHS composite stub columns" 2 (2): 129-142, 2002

    4 Tawaratani, Y., "Stress-Strain Relationship for Concrete in Concrete-Filled Double Steel Tubular Columns" 151-162, 1999

    5 Zhao, X. L., "Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes" 40 (40): 199-213, 2002

    6 Architectural Institute of Japan, "Standard for Structural Calculation of Steel Reinforced Concrete Structures. (in Japanese)"

    7 Wei, S., "Performance of New Sandwich Tube under Axial Loading: Experiment" 121 (121): 1806-1814, 1995

    8 Wei, S., "Performance of New Sandwich Tube under Axial Loading: Analysis" 121 (121): 1815-1821, 1995

    9 Uenaka, K., "Experimental Study on Concrete Filled Double Tubular Steel Columns under Axial Loading" Advances in Structures, A.A.Balkema Publishers 877-882, 2003

    10 Yagishita, F., "Double Skin Composite Tubular Columns subjected to Cyclic Horizontal and Constant Axial Forces" Composite and Hybrid Structures 497-503, 2000

    1 Zhao, X. L., "“Tests of concrete-filled double skin (SHS Outer and CHS inner) composite stub columns”, Advances in Steel Structures, 1, Chan, Teng and Chung (Eds.), Elsevier, 567-574"

    2 Elchalakani, M., "Tests on concrete filled double-skin(CHS outer and SHS inner) composite short columns under axial compression" 40 (40): 415-441, 2002

    3 Zhao, X. L., "Tests of Concrete-filled double skin CHS composite stub columns" 2 (2): 129-142, 2002

    4 Tawaratani, Y., "Stress-Strain Relationship for Concrete in Concrete-Filled Double Steel Tubular Columns" 151-162, 1999

    5 Zhao, X. L., "Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes" 40 (40): 199-213, 2002

    6 Architectural Institute of Japan, "Standard for Structural Calculation of Steel Reinforced Concrete Structures. (in Japanese)"

    7 Wei, S., "Performance of New Sandwich Tube under Axial Loading: Experiment" 121 (121): 1806-1814, 1995

    8 Wei, S., "Performance of New Sandwich Tube under Axial Loading: Analysis" 121 (121): 1815-1821, 1995

    9 Uenaka, K., "Experimental Study on Concrete Filled Double Tubular Steel Columns under Axial Loading" Advances in Structures, A.A.Balkema Publishers 877-882, 2003

    10 Yagishita, F., "Double Skin Composite Tubular Columns subjected to Cyclic Horizontal and Constant Axial Forces" Composite and Hybrid Structures 497-503, 2000

    11 Zhao, X.L., "Double Skin Composite Construction" 8 (8): 93-102, 2006

    12 Han, L. H., "Concrete-filled double skin(SHS outer and CHS inner) steel tubular beam-columns" 42 (42): 1329-1355, 2004

    13 Tao, Z., "Behavior of Concrete-filled Double Skin Rectangular Steel Tubular beamcolumns" 62 (62): 631-646, 2005

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    학술지 이력

    학술지 이력
    연월일 이력구분 이력상세 등재구분
    2021 평가 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
    2020-12-01 등재 등재 탈락 (해외등재 학술지 평가)
    2013-10-01 등재 SCOPUS 등재 (등재유지) KCI등재
    2011-01-01 등재 등재후보학술지 유지 (기타) KCI등재후보
    2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재후보
    2005-09-23 학술지명변경 한글명 : 강합성 구조물에 대한 국제저널 -> Steel and Composite Structures, An International Journal KCI등재후보
    2005-09-22 학술지등록 한글명 : 강합성 구조물에 대한 국제저널
    외국어명 : Steel and Composite Structures, An International Journal
    KCI등재후보
    2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재후보
    2002-01-01 등재 SCIE 등재 (신규평가) KCI등재후보
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    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 3.1 2.02 2.67
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    2.37 2.24 0.935 0.37
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