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      KCI등재 SCIE SCOPUS

      A new method of predicting hotspot stresses for longitudinal attachments with reduced element sensitivities

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      https://www.riss.kr/link?id=A107648326

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      다국어 초록 (Multilingual Abstract)

      For the complicated structural details in ships and offshore structures, the traditional hotspot stress approaches are known to be sensitive to the element variables of element topologies, sizes, and integration schemes. This motivated to develop a ne...

      For the complicated structural details in ships and offshore structures, the traditional hotspot stress approaches are known to be sensitive to the element variables of element topologies, sizes, and integration schemes. This motivated to develop a new approach for predicting reasonable hotspot stresses, which is less sensitive to the element variables and easy to be implemented the real marine structures.
      The three-point bending tests were conducted for the longitudinal attachments with the round and rectangular weld toes. The tests were reproduced in the numerical simulations using the solid and shell element models, and the simulation technique was validated by comparing the experimental stresses with the simulated ones. This paper considered three hotspot stress approaches: the ESM method based on surface stress extrapolation, the Dong's method based on nodal forces along a weld toe, and the proposed method based on nodal forces perpendicular to an imaginary vertical plane at a weld toe. In order to study the element sensitivities of each method, 16 solid element models and 8 shell element models were generated under the bending and tension loads, respectively. The element sensitivity was analyzed in terms of Stress Concentration Factors (SCFs) in viewpoints of two statistical quantities of mean and bias with respect to the reference SCFs. The average SCFs predicted by the proposed method were remarkably in good agreement with the reference SCFs based on the experiments and the ship rules. Negligibly small Coefficients of Variation (CVs) of the SCFs, which is measure of statistical bias, were drawn by the proposed method.

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      참고문헌 (Reference)

      1 김창식, "확장 유한 요소법(XFEM) J-적분을 이용한 노후 순시선의 균열 성장 수명 예측" 대한조선학회 54 (54): 335-343, 2017

      2 김명현, "구조응력 및 핫스팟 응력을 이용한 8,100 TEU 컨테이너선선측 종늑골구조의 피로 강도 평가에 대한 비교 연구" 대한조선학회 45 (45): 296-302, 2008

      3 Li, C. B., "Wide-banded fatigue damage evaluation of Catenary mooring lines using artificial neural networks models" 60 : 186-200, 2018

      4 DNV, "Welding, rules for classification ships-3-13 (Det Norske Veritas)"

      5 ABAQUS, "User's Manual vol. 2018"

      6 LR, "Ship Right Design and Construction, Fatigue Design Assessment-Application and Notations"

      7 Fricke, W., "Recommended hotspot analysis procedure for structural details of ships and FPSOs based on round-robin FE analyses" 12 (12): 40-47, 2002

      8 Hobbacher, A., "Recommendations for Fatigue Design of Welded Joints and Components, vol. 520" WRC 2009

      9 Niemi, E., "Recommendations Concerning Stress Determination for Fatigue Analysis of Welded Components" Abington Publ 1995

      10 Li, C. B., "Proposed formulas for evaluation of the equivalent material properties of a multiholed structures" 121 (121): 312-322, 2016

      1 김창식, "확장 유한 요소법(XFEM) J-적분을 이용한 노후 순시선의 균열 성장 수명 예측" 대한조선학회 54 (54): 335-343, 2017

      2 김명현, "구조응력 및 핫스팟 응력을 이용한 8,100 TEU 컨테이너선선측 종늑골구조의 피로 강도 평가에 대한 비교 연구" 대한조선학회 45 (45): 296-302, 2008

      3 Li, C. B., "Wide-banded fatigue damage evaluation of Catenary mooring lines using artificial neural networks models" 60 : 186-200, 2018

      4 DNV, "Welding, rules for classification ships-3-13 (Det Norske Veritas)"

      5 ABAQUS, "User's Manual vol. 2018"

      6 LR, "Ship Right Design and Construction, Fatigue Design Assessment-Application and Notations"

      7 Fricke, W., "Recommended hotspot analysis procedure for structural details of ships and FPSOs based on round-robin FE analyses" 12 (12): 40-47, 2002

      8 Hobbacher, A., "Recommendations for Fatigue Design of Welded Joints and Components, vol. 520" WRC 2009

      9 Niemi, E., "Recommendations Concerning Stress Determination for Fatigue Analysis of Welded Components" Abington Publ 1995

      10 Li, C. B., "Proposed formulas for evaluation of the equivalent material properties of a multiholed structures" 121 (121): 312-322, 2016

      11 Li, C. B., "Prediction of stress spectra under low period sea states" 13 (13): 56-67, 2018

      12 Kim, C. S., "Prediction of crack growth of an aged coast guard patrol ship based on various approaches" 2017

      13 Huther, I., "Longitudinal nonloaded welded joints-geometrical stress approach" 43 (43): 20-26, 1999

      14 Remes, H., "Influencing factors on fatigue strength of welded thin plates based on structural stress assessment" 58 : 915-923, 2014

      15 Belytschko, T., "Hourglass control in linear and nonlinear problems" 43 (43): 251-276, 1984

      16 Niemi, E., "Hotspot stress determination for welded edge gussets" 44 (44): 31-37, 2000

      17 Fricke, W., "Hotspot stress analysis of five structural details and recommendations for modelling, stress evaluation and design S-N curve" GL 188-, 2000

      18 Poutiainen, I., "Finite element methods for structural hotspot stress determination e a comparison of procedures" 26 : 1147-1157, 2004

      19 Xing, S., "Fatigue of titanium weldments : S-N testing and analysis for data transferability among different joint types" 53 : 1-19, 2017

      20 Lotsberg, I., "Fatigue design of plated structures using finite element analysis" 1 (1): 45-54, 2010

      21 Li, C. B., "Fatigue damage analysis for a floating offshore wind turbine mooring line using the artificial neural network approach" 12 (12): 288-295, 2016

      22 DNV, "Fatigue assessment of ship structures, Classification notes No. 30.7 (Det Norske Veritas)"

      23 Kang, H. T., "Fatigue analysis of spot welds using a meshinsensitive structural stress approach" 29 : 1546-1553, 2007

      24 DNV, "Fatigue Assessment of Ship Structures, Class Guideline DNVGL-CG-0129(Det Norske Veritas)"

      25 Niemi, E., "Fatigue Analysis of Welded Components-Designer's Guide to the Hot-Spot Stress Approach" Woodhead Publ 2006

      26 Li, C. B., "Dynamic structural response characteristics of perforated blast walls under hydrocarbon explosion" 2014

      27 Radaj, D., "Design and Analysis of Fatigue-Resistant Welded Structures" Abington Pub 1990

      28 Fricke, W., "Comparison of different structural stress approaches for fatigue assessment of welded ship structures" 18 : 473-488, 2005

      29 Doerk, O., "Comparison of different calculation methods for structural stresses at welded joints" 25 : 359-369, 2003

      30 IACS, "Common structural rules for bulk carriers and oil tankers"

      31 Petershagen, H., "Application of the local approach to the fatigue strength assessment of welded structures in ships" IIW 1409-1491, 1991

      32 Dong, P., "Analysis of recent fatigue data using the structural stress procedure in ASME Div 2 rewrite" ASME 129 : 355-362, 2007

      33 Dong, P., "A structural stress definition and numerical implementation for fatigue analyses" 23 (23): 865-876, 2001

      34 Dong, P., "A structural stress based master S-N curve approach for welded joints" IIW 2002

      35 Dong, P., "A robust structural stress method for fatigue analysis of offshoremarine structures" 127 (127): 68-74, 2005

      36 Xiao, Z. G., "A method of determining geometric stress for fatigue strength evaluation of steel welded joints" 26 : 1277-1293, 2004

      37 Dong, P., "A mesh-insensitive structural stress procedure for fatigue evaluation of welded structures" IIW 2000

      38 Healy, B., "A case study comparison of surface extrapolation and Battelle structural stress methodologies" 2004

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      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2013-10-01 평가 SCIE 등재 (등재유지) KCI등재
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2009-01-01 평가 SCIE 등재 (기타) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.56 0.18 0.54
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.49 0.47 0.475 0.04
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