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      KCI등재 SCIE SCOPUS

      Reduction of Stress Concentration at Stop-Hole by Bolting a Crack

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      https://www.riss.kr/link?id=A107230822

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      다국어 초록 (Multilingual Abstract)

      A stop-hole, which is drilling at the crack tip, is one of the famous tentative repairs of fatigue cracks in steel structures. When the crack becomes longer, the stress concentration of the stop-hole also increases. Therefore, during the tentative rep...

      A stop-hole, which is drilling at the crack tip, is one of the famous tentative repairs of fatigue cracks in steel structures. When the crack becomes longer, the stress concentration of the stop-hole also increases. Therefore, during the tentative repair of long fatigue cracks, the chances for re-initiation of the fatigue cracks from the stop holes are high. The bolting stop-hole method is a useful technique against fatigue cracks. In this technique, bolting is applied only for the stop-holes at the crack tips. Therefore, as the crack length increases, the eff ect of the bolting stop-hole method decreases. In this paper, the authors propose a stress concentration reduction technique for a stop-hole by bolting the fatigue crack between stop-holes. The eff ect of the proposed technique was verifi ed by tensile and bending tests of specimens as well as fi nite element analysis. From the tensile and bending tests, it was clarifi ed that the stress concentration of the stop-hole was drastically reduced by bolting a crack under the condition before the slippage of bolts. Additionally, multi-bolting cracks have the advantage of improving the slippage load of the bolts in a crack. Furthermore, fi nite element analysis verifi ed the reduction in stress concentration of the stop-hole by bolting a crack, and the eff ectiveness of bolting cracks and stop-holes was also shown.

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      참고문헌 (Reference)

      1 Yamada, K., "Weld repair of cracked beams and residual fatigue life" 3 (3): 373s-382s, 1986

      2 Murdani, A., "Stress concentration at stop-drilled holes and additional holes" 15 : 810-819, 2008

      3 Mori, T., "Stress concentration and fatigue strength of rectangle plates with bolted circular holes" 543 (543): 123-132, 1996

      4 Ichiro Okura, "Stop-hole conditions to prevent re-initiation of fatigue cracks" 국제구조공학회 2 (2): 475-488, 2002

      5 Song, P. S., "Stop drilling procedure for fatigue life improvement" 24 : 1333-1339, 2004

      6 Mori, T., "Repair for fatigue cracks at connection between main girder web and lateral girder flange by bolting stop-hole method with attached plates" 67 (67): 493-502, 2011

      7 Yamada, K., "Rehabilitation and improvement of fatigue life of welded joints by ICR treatment" 11 (11): 294-304, 2015

      8 Ishikawa, T., "Reduction of stress concentration at stop-hole edge placed at end of fatigue crack initiated in stringer web" 20 : 571-576, 2012

      9 Ishikawa, T., "Reduction of stress concentration at edge of stop hole by closing crack surface" 62 (62): 33-38, 2013

      10 Wu, H., "On the prediction of the residual fatigue life of cracked structures repaired by the stop-hole method" 32 : 670-677, 2010

      1 Yamada, K., "Weld repair of cracked beams and residual fatigue life" 3 (3): 373s-382s, 1986

      2 Murdani, A., "Stress concentration at stop-drilled holes and additional holes" 15 : 810-819, 2008

      3 Mori, T., "Stress concentration and fatigue strength of rectangle plates with bolted circular holes" 543 (543): 123-132, 1996

      4 Ichiro Okura, "Stop-hole conditions to prevent re-initiation of fatigue cracks" 국제구조공학회 2 (2): 475-488, 2002

      5 Song, P. S., "Stop drilling procedure for fatigue life improvement" 24 : 1333-1339, 2004

      6 Mori, T., "Repair for fatigue cracks at connection between main girder web and lateral girder flange by bolting stop-hole method with attached plates" 67 (67): 493-502, 2011

      7 Yamada, K., "Rehabilitation and improvement of fatigue life of welded joints by ICR treatment" 11 (11): 294-304, 2015

      8 Ishikawa, T., "Reduction of stress concentration at stop-hole edge placed at end of fatigue crack initiated in stringer web" 20 : 571-576, 2012

      9 Ishikawa, T., "Reduction of stress concentration at edge of stop hole by closing crack surface" 62 (62): 33-38, 2013

      10 Wu, H., "On the prediction of the residual fatigue life of cracked structures repaired by the stop-hole method" 32 : 670-677, 2010

      11 Reddy, S., "Notch stress intensity factor for center cracked plates with crack stop hole strengthened using CFRP: A numerical study" 98 : 252-262, 2016

      12 Matsumoto, R., "Improvement of fatigue strength of stop hole by closing crack surface" 21 (21): 53-61, 2014

      13 Mori, T., "Fatigue strength of out-of-plane gusset welded joints repaired by bolting-stop-hole method" 8 (8): 15-26, 2001

      14 Miki, C., "Fatigue of largescale welded girders under simulated highway loadings" 7 (7): 283s-291s, 1990

      15 Fisher, J. W., "Fatigue behavior of full scale welded bridge attachments" 1980

      16 Ishikawa, T., "Extending fatigue life of cracked out-of-plane gusset by ICR treatment" 28 (28): 21-28, 2011

      17 Chen, T., "Experimental study on mixed-mode fatigue behavior of center cracked steel plates repaired with CFRP materials" 135 : 486-493, 2019

      18 Liu, H., "Experimental study of fatigue crack growth behavior in adhesively reinforced steel structures" 90 : 12-20, 2009

      19 Japan Society of Civil Engineers, "Countermeasure technologies for fatigue in steel bridges" 2013

      20 Okura, I., "Application of CFRP sheets to repair of fatigue cracks in steel plates" 8 : 689-696, 2000

      21 Chen, N. Z., "A stop-hole method for marine and off shore structures" 88 : 49-57, 2016

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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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