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      KCI등재 SCIE SCOPUS

      Research on rib-to-diaphragm welded connection by means of hot spot stress approach

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      https://www.riss.kr/link?id=A104824290

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      다국어 초록 (Multilingual Abstract)

      The cutout hole locating at the place of rib-to-diaphragm welded connection is adopted to minimize the restraint, which is caused by the floor-beam web to rib rotation at the support due to the unsymmetrical loads in orthotropic deck. In practice, an ...

      The cutout hole locating at the place of rib-to-diaphragm welded connection is adopted to minimize the restraint, which is caused by the floor-beam web to rib rotation at the support due to the unsymmetrical loads in orthotropic deck. In practice, an inevitable problem is that there is a large number of welding joint's cracks formed at the edge of cutout hole. In this study, a comparative experiment is carried out with two types of cutout hole, the circular arc transition and the vertical transition. The fatigue life estimation of specimens is investigated with the application of the structural hot spot stress approach by finite element analyses. The results are compared with the ones of the fatigue tests which are carried out on these full-scale specimens. Factors affecting the stress range are also studied.

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      참고문헌 (Reference)

      1 Michèle, S. P., "Stress concentration in steel bridge orthotropic decks‖" 61 (61): 1172-1184, 2005

      2 Choi, J.H., "Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-Cross beam joints in an orthotropic steel deck‖" 11 (11): 189-198, 2008

      3 Xiao, Z. G., "Stress analyses and fatigue evaluation of rib-to- deck joints in steel orthotropic decks‖" 30 (30): 1387-1397, 2008

      4 Wolchuk, R., "Secondary stresses in closed orthotropic deck ribs at floor beams‖" 118 (118): 582-595, 1992

      5 Fricke, W., "Recommended hot-spot analysis procedure for structural details of ships and FPSOs based on Round-Robin FE analyses‖" 12 (12): 89-96, 2002

      6 Hobbacher, A., "Recommendations for fatigue design of welded joints and components‖"

      7 Aygül, M., "Modelling and fatigue life assessment of orthotropic bridge deck details using FEM‖" 40 : 129-142, 2012

      8 Robert, J. C., "Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks‖" 1892 : 78-87, 2004

      9 Miki, C., "Fatigue strength of cope hole details in steel bridges‖" 19 (19): 445-455, 1997

      10 Fayard, J. L., "Fatigue design criterion for welded structures‖" 19 (19): 723-729, 2007

      1 Michèle, S. P., "Stress concentration in steel bridge orthotropic decks‖" 61 (61): 1172-1184, 2005

      2 Choi, J.H., "Stress characteristics and fatigue crack behaviour of the longitudinal rib-to-Cross beam joints in an orthotropic steel deck‖" 11 (11): 189-198, 2008

      3 Xiao, Z. G., "Stress analyses and fatigue evaluation of rib-to- deck joints in steel orthotropic decks‖" 30 (30): 1387-1397, 2008

      4 Wolchuk, R., "Secondary stresses in closed orthotropic deck ribs at floor beams‖" 118 (118): 582-595, 1992

      5 Fricke, W., "Recommended hot-spot analysis procedure for structural details of ships and FPSOs based on Round-Robin FE analyses‖" 12 (12): 89-96, 2002

      6 Hobbacher, A., "Recommendations for fatigue design of welded joints and components‖"

      7 Aygül, M., "Modelling and fatigue life assessment of orthotropic bridge deck details using FEM‖" 40 : 129-142, 2012

      8 Robert, J. C., "Influence of cutout geometry on stresses at welded rib-to-diaphragm connections in steel orthotropic bridge decks‖" 1892 : 78-87, 2004

      9 Miki, C., "Fatigue strength of cope hole details in steel bridges‖" 19 (19): 445-455, 1997

      10 Fayard, J. L., "Fatigue design criterion for welded structures‖" 19 (19): 723-729, 2007

      11 Kolstein, K. H., "Fatigue classification of welded joints in orthotropic steel bridge decks‖" Delft University of Technology 2007

      12 Backer, H. D., "Analytical calculation of internal forces in orthotropic plated bridge decks based on the slope-deflection method‖" 64 (64): 1530-1539, 2008

      13 Dong, P., "A structural stress definition and numerical implementation for fatigue analysis of welded joints‖" 23 (23): 865-876, 2001

      14 Aygül, M., "A comparative study of different fatigue failure assessments of welded bridge details‖" 49 : 62-72, 2013

      15 Kim, M. H., "A comparative study for the fatigue assessment of a ship structure by use of hot spot stress and structural stress approaches‖" 36 (36): 1067-1072, 2009

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-01-01 평가 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 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      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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