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      KCI등재 SCIE SCOPUS

      Flexural Behavior of Encased Beam Flat or Perforated steel Cold Formed Sections

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      https://www.riss.kr/link?id=A107827262

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      다국어 초록 (Multilingual Abstract)

      This paper presents an experimental study on the fl exural behavior of encased fl at cold formed steel sections FCFS and perforated cold formed steel sections PCFS. A full scale eleven specimens were prepared and tested till failure. One specimen with...

      This paper presents an experimental study on the fl exural behavior of encased fl at cold formed steel sections FCFS and perforated cold formed steel sections PCFS. A full scale eleven specimens were prepared and tested till failure. One specimen without steel cold formed section tested as a control beam. Six specimens with fl at steel cold formed section were tested to fi gure out the enhancement eff ect of section area and position. Finally, four specimens with a new shape of perforated steel cold formed sections were tested with diff erent positions. Cold formed steel section height, fl ange width, and position are the main parameters studied and investigated. The ultimate load and vertical defl ections were recorded and investigated.
      Also, modes of failure of the control and composite concrete beams were studied. From the experimental investigations, it has been observed that there is signifi cant increase in ultimate load of composite beams with a perforated steel cold formed section. A signifi cant increasing in the ultimate load was observed for specimens with perforated steel cold formed section

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      참고문헌 (Reference)

      1 Kvočák, V., "The composite section analysis of encased beams with closed shape. BicникHaцioнaльнoгo yнiвepcитeтy Львiвcькa пoлiтexнiкa" 756 : 135-139, 2013

      2 Foraboschi, P., "Structural layout that takes full advantage of the capabilities and opportunities aff orded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures" 70 : 387-418, 2016

      3 Leng, J., "Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints" 85 : 271-290, 2014

      4 Paolo Foraboschi, "Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members" 한국강구조학회 20 (20): 705-724, 2020

      5 Lee, J., "Optimum design of cold-formed steel channel beams using micro Genetic Algorithm" 27 (27): 17-24, 2005

      6 Hsu, C. T. T., "New composite beams having cold-formed steel joists and concrete slab" 71 : 187-200, 2014

      7 Dinis, P. B., "Local/distortional mode interaction in cold-formed steel lipped channel beams" 48 (48): 771-785, 2010

      8 Foraboschi, P., "Lateral load-carrying capacity of steel columns with fixed-roller end supports" 26 : 100879-, 2019

      9 Tahir, M. M., "Influence of shear connector size on ultimate strength in composite construction with cold-formed steel channel lipped section" 3 (3): 1-10, 2016

      10 T. Valsa Ipe, "Flexural behavior of cold-formed steel concrete composite beams" 국제구조공학회 14 (14): 105-120, 2013

      1 Kvočák, V., "The composite section analysis of encased beams with closed shape. BicникHaцioнaльнoгo yнiвepcитeтy Львiвcькa пoлiтexнiкa" 756 : 135-139, 2013

      2 Foraboschi, P., "Structural layout that takes full advantage of the capabilities and opportunities aff orded by two-way RC floors, coupled with the selection of the best technique, to avoid serviceability failures" 70 : 387-418, 2016

      3 Leng, J., "Shape optimization of cold-formed steel columns with fabrication and geometric end-use constraints" 85 : 271-290, 2014

      4 Paolo Foraboschi, "Predictive Formulation for the Ultimate Combinations of Axial Force and Bending Moment Attainable by Steel Members" 한국강구조학회 20 (20): 705-724, 2020

      5 Lee, J., "Optimum design of cold-formed steel channel beams using micro Genetic Algorithm" 27 (27): 17-24, 2005

      6 Hsu, C. T. T., "New composite beams having cold-formed steel joists and concrete slab" 71 : 187-200, 2014

      7 Dinis, P. B., "Local/distortional mode interaction in cold-formed steel lipped channel beams" 48 (48): 771-785, 2010

      8 Foraboschi, P., "Lateral load-carrying capacity of steel columns with fixed-roller end supports" 26 : 100879-, 2019

      9 Tahir, M. M., "Influence of shear connector size on ultimate strength in composite construction with cold-formed steel channel lipped section" 3 (3): 1-10, 2016

      10 T. Valsa Ipe, "Flexural behavior of cold-formed steel concrete composite beams" 국제구조공학회 14 (14): 105-120, 2013

      11 Bamaga, S. O., "Feasibility of developing composite action between concrete and cold-formed steel beam" 20 (20): 3689-3696, 2013

      12 Ye, J., "Experimental investigation of local-fl exural interactive buckling of cold-formed steel channel columns" 125 : 245-258, 2018

      13 Ma, W., "Cross-sectional optimization of cold-formed steel channels to Eurocode 3" 101 : 641-651, 2015

      14 Youssef Kamal, A., "Cold-formed steel u-section encased in simple support reinforced concrete beam" 3 (3): 2456-1479, 2017

      15 Iman Faridmehr, "Behaviour and Design of Cold-Formed Steel C-Sections with Cover Plates under Bending" 한국강구조학회 16 (16): 587-600, 2016

      16 Alhajri, T. M., "Behavior of pre-cast U-shaped composite beam integrating cold-formed steel with ferro-cement slab" 102 : 18-29, 2016

      17 Nadim Wehbe, "Behavior of Concrete/Cold Formed Steel Composite Beams: Experimental Development of a Novel Structural System" 한국콘크리트학회 7 (7): 51-59, 2013

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보2차) KCI등재후보
      2007-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.5 0.45 0.366 0.03
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