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      KCI등재후보 SCIE SCOPUS

      Fatigue Behavior of Blast-treated Out-of-plane Gusset Fillet Welded Joints

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      https://www.riss.kr/link?id=A104086216

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      Blast cleaning prior to coating has been applied in newly built steel structures for cleaning forged surface and increasing adhesive property of applied coating systems. However, the effect of surface preparations by blast cleaning treatment on fatigue behavior of welded joints is not considered in Fatigue Design Codes. In this paper, fatigue tests were carried out on four types of out-of-plane gusset fillet welded joints, as-welded gusset specimens and three types of blast-treated gusset specimens, and then the effect of the blast cleaning treatment on the fatigue behavior of the welded joints was studied. The radius of curvature at weld toe of the blast-treated specimens was larger than that of as-welded specimens. The fatigue test results showed that the fatigue life of the blast-treated specimens is longer than that of as-welded specimens in low stress ranges, even though there is no significant difference in fatigue life between the two types in high stress ranges. Over 167% increase in fatigue limit could be realized by using blast cleaning treatment.
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      Blast cleaning prior to coating has been applied in newly built steel structures for cleaning forged surface and increasing adhesive property of applied coating systems. However, the effect of surface preparations by blast cleaning treatment on fatigu...

      Blast cleaning prior to coating has been applied in newly built steel structures for cleaning forged surface and increasing adhesive property of applied coating systems. However, the effect of surface preparations by blast cleaning treatment on fatigue behavior of welded joints is not considered in Fatigue Design Codes. In this paper, fatigue tests were carried out on four types of out-of-plane gusset fillet welded joints, as-welded gusset specimens and three types of blast-treated gusset specimens, and then the effect of the blast cleaning treatment on the fatigue behavior of the welded joints was studied. The radius of curvature at weld toe of the blast-treated specimens was larger than that of as-welded specimens. The fatigue test results showed that the fatigue life of the blast-treated specimens is longer than that of as-welded specimens in low stress ranges, even though there is no significant difference in fatigue life between the two types in high stress ranges. Over 167% increase in fatigue limit could be realized by using blast cleaning treatment.

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      참고문헌 (Reference)

      1 mmerli, F.P., "Shot Blasting and Its Effect on Fatigue Life"

      2 IIW(International Institute of Welding-IIW/IIS), "Recommendations on Fatigue of Welded Components"

      3 Nussbaumer, A., "On the Practical Use of Weld Improvement Methods" 95-105, 2001

      4 Manteghi, S., "Methods for Fatigue Life Improvement of Welded Joints in Medium and High Strength Steels" 2006

      5 ESDEP(The European Steel Design Education Programme) WG12, "Lecture 12.12-Determination of Stress Intensity Factors" // www.esdep.org/members/master/wg12/toc.htm>

      6 AASHTO, "LRFD Bridge Design Specifications" SI Units 2007

      7 Kusko, C.S., "Influence of Stress Ratio on Fatigue Crack Propagation Behavior of Stainless Steel Welds" 59s-64s, 2004

      8 Haagensen, P.J., "Fatigue of High Strength Steels" p.23-24 23-24, 2001

      9 JSSC(Japan Society of Steel Construction), "Fatigue design recommendations for steel structures" Gihodo Shuppan 1993

      10 Maddox, S,J., "Fatigue Strength of welded Structures" EWI Edison Welding Institute, Abington Publishing 1991

      1 mmerli, F.P., "Shot Blasting and Its Effect on Fatigue Life"

      2 IIW(International Institute of Welding-IIW/IIS), "Recommendations on Fatigue of Welded Components"

      3 Nussbaumer, A., "On the Practical Use of Weld Improvement Methods" 95-105, 2001

      4 Manteghi, S., "Methods for Fatigue Life Improvement of Welded Joints in Medium and High Strength Steels" 2006

      5 ESDEP(The European Steel Design Education Programme) WG12, "Lecture 12.12-Determination of Stress Intensity Factors" // www.esdep.org/members/master/wg12/toc.htm>

      6 AASHTO, "LRFD Bridge Design Specifications" SI Units 2007

      7 Kusko, C.S., "Influence of Stress Ratio on Fatigue Crack Propagation Behavior of Stainless Steel Welds" 59s-64s, 2004

      8 Haagensen, P.J., "Fatigue of High Strength Steels" p.23-24 23-24, 2001

      9 JSSC(Japan Society of Steel Construction), "Fatigue design recommendations for steel structures" Gihodo Shuppan 1993

      10 Maddox, S,J., "Fatigue Strength of welded Structures" EWI Edison Welding Institute, Abington Publishing 1991

      11 Fisher, J.W., "Fatigue Strength of Welded A514 Steel Beams" The Welding Institute 135-148, 1971

      12 Yamada, K., "Fatigue Strength of Tension Members with Welded Gussets and Life Estimation by Fracture Mechanics" 1986

      13 Lihavainen, V.M., "Fatigue Strength of Longitudinal Attachment Improved by Ultrasonic Impact Treatment" International Institute of Welding 1990

      14 Sougata Roy, John W. Fisher, "Enhancing Fatigue Strength by Ultrasonic Impact Treatment" 한국강구조학회 5 (5): 241-252, 2005

      15 Mashiri, F.R., "Effects of Weld Profile and Undercut on Fatigue Crack Propagation Life of Thin-Walled Cruciform Joint" 39 (39): 261-285, 2001

      16 Ohta, A., "Effect of Residual Stresses on Threshold Level for Fatigue Crack Propagation in Welded Joints of SM50B Steel" 50 : 31-38, 1981

      17 Sander, W.W., "Effect of Internal Geometry on Fatigue Behaviour of Welded Joints" 44 (44): 19s-55s, 1965

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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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