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      KCI등재후보 SCIE SCOPUS

      Fatigue Strength of Stainless Steel Weldments

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      https://www.riss.kr/link?id=A104086439

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      다국어 초록 (Multilingual Abstract)

      Fatigue crack propagation in stiffened box-sections and stiffened single panels was studied through experimental andanalytical means. Large scale testing was conducted by subjecting the specimens to cyclic fatigue loading. The cracks weresimilar to wh...

      Fatigue crack propagation in stiffened box-sections and stiffened single panels was studied through experimental andanalytical means. Large scale testing was conducted by subjecting the specimens to cyclic fatigue loading. The cracks weresimilar to what was measured in the specimens. Using superposition, linear elastic fracture mechanics was employed throughfinite element analysis and simplistic analytical models to determine the range in stress intensity factor (K). Crack propagationrate as a function of K was estimated using the Paris law with uper-bound coefficients. The predicted growth rate was mostin the redundant box-sections and the single non-redundant panels. The models developed in these projects can be easilyreproduced and used to asses the remaing life of ships with large cracks.

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      참고문헌 (Reference)

      1 "handbok of Measurements of Residual Stresses" INC. 228-230, 1996

      2 "Propagation of Long Fatigue Cracks in Multi-Cellular Box Beams" 1993

      3 "Predicting Fatigue Crack Propagation in Stiffened Panels" 2004

      4 "Local Cracking in Ships--Causes Workshop and Symposium on the Prevention of Fracture in Ship Structure Comittee on Marine Structures"

      5 "Guide on Methods for Asesing the Aceptability of Flaws in Metallic Structures" British Standards Institute 1999

      6 "Fracture and Fatigue Control in Structures" 1987

      7 "Fatigue Crack Closure under Cyclic Ten-sion" 2 : 37-40, 1970

      8 "Fatigue Ases-ment of Ship Structures" 1994

      9 "Evaluation of Ductile Fracture Models for Ship Structural Details" 1997

      10 "Effect of Welded Stiffeners on Fatigue Crack Growth Rate" 2000

      1 "handbok of Measurements of Residual Stresses" INC. 228-230, 1996

      2 "Propagation of Long Fatigue Cracks in Multi-Cellular Box Beams" 1993

      3 "Predicting Fatigue Crack Propagation in Stiffened Panels" 2004

      4 "Local Cracking in Ships--Causes Workshop and Symposium on the Prevention of Fracture in Ship Structure Comittee on Marine Structures"

      5 "Guide on Methods for Asesing the Aceptability of Flaws in Metallic Structures" British Standards Institute 1999

      6 "Fracture and Fatigue Control in Structures" 1987

      7 "Fatigue Crack Closure under Cyclic Ten-sion" 2 : 37-40, 1970

      8 "Fatigue Ases-ment of Ship Structures" 1994

      9 "Evaluation of Ductile Fracture Models for Ship Structural Details" 1997

      10 "Effect of Welded Stiffeners on Fatigue Crack Growth Rate" 2000

      11 "Devel-opment of Advanced Double Hull Concepts Final Report for Cooperative Agreement N0014-91- CA-0001" Lehigh University 3a : 1993

      12 "Cross-roads to the Future" 29 : 23-4 249, 1992

      13 "Behavior of Long fatigue Cracks in a Cellular Box Beam ASCE Journal of Structural Engineering" 125 : 1232-1238,

      14 "Analysis of Crack Propagation in Welded Stiffened Pan-els" 25 (25): 1169-1174, 2003

      15 "American Bureau of Shipbuilding Guide for Fatigue Assessment of Tankers" 1992

      16 "A Review of Efective Plating for use in the Analysis of Stiffened Plating in Bending And Compresion Journal of Ship Research" 19 : 1-17, 1975

      17 "188 Robert J. Dexter et al. in Civil Engineering"

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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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