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      KCI등재 SCIE SCOPUS

      Extending Fatigue Life of Out-of-plane Gusset Joint by Bonding CFRP Plates Under Bending Moment

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      https://www.riss.kr/link?id=A103579463

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      다국어 초록 (Multilingual Abstract)

      Carbon fiber reinforced plastic, CFRP, plates bonding method is one of the new repair methods for fatigue cracks. In this method, propagation of fatigue crack will be delay because of the suppression of crack opening by crack bridging and stress reduc...

      Carbon fiber reinforced plastic, CFRP, plates bonding method is one of the new repair methods for fatigue cracks. In this method, propagation of fatigue crack will be delay because of the suppression of crack opening by crack bridging and stress reduction by composite effect of bonding CFRP plates. In this study, to clarify the effect of bonding CFRP plates on fatigue life extension, bending fatigue tests were carried out. First, fatigue tests on the specimens in as-welded condition were conducted until fatigue crack propagated to 10mm away from the weld toe. Then, fatigue crack was covered by CFRP plates and the specimens were re-tested until fatigue crack penetrated through the base plate. As the results of bending fatigue tests, the fatigue test data of the specimens repaired by bonding CFRP plates showed much longer fatigue life compared with that in as-welded condition, under stress ratio, R=0 and -infinity.

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      참고문헌 (Reference)

      1 Phares, B. M, "Strengthening of Steel Girder Bridges Using FRP" 2003

      2 Liu, H, "Prediction of fatigue life for CFRP-strengthened steel plates" 47 (47): 1069-1077, 2009

      3 Colombi, P, "Plasticity induced fatigue crack growth retardation model for steel elements reinforced by composite patch" 43 : 63-76, 2005

      4 Roach, D, "In-Situ Repair of Steel Bridges Using Advanced Composite Materials, International Bridge and Structure Management" Transportation Research Circular E-C128 269-285, 2008

      5 National Research Council, "Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures"

      6 Nakamura, H, "Fatigue Life Prediction for Fatigue Crack at Out-of-Plane Welded Gusset Joint Repaired with CFRP Strips" 57A : 842-851, 2011

      7 Matsumoto, R, "Comparison of repair methods for fatigue crack initiated at welded toe between steel deck plate and vertical stiffener" 72 (72): 192-205, 2016

      8 Chacon, A, "Applications of Advanced Composites to Steel Bridges a Case Study on the Ashland Bridge(Delaware-USA)" 8-, 2004

      1 Phares, B. M, "Strengthening of Steel Girder Bridges Using FRP" 2003

      2 Liu, H, "Prediction of fatigue life for CFRP-strengthened steel plates" 47 (47): 1069-1077, 2009

      3 Colombi, P, "Plasticity induced fatigue crack growth retardation model for steel elements reinforced by composite patch" 43 : 63-76, 2005

      4 Roach, D, "In-Situ Repair of Steel Bridges Using Advanced Composite Materials, International Bridge and Structure Management" Transportation Research Circular E-C128 269-285, 2008

      5 National Research Council, "Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures"

      6 Nakamura, H, "Fatigue Life Prediction for Fatigue Crack at Out-of-Plane Welded Gusset Joint Repaired with CFRP Strips" 57A : 842-851, 2011

      7 Matsumoto, R, "Comparison of repair methods for fatigue crack initiated at welded toe between steel deck plate and vertical stiffener" 72 (72): 192-205, 2016

      8 Chacon, A, "Applications of Advanced Composites to Steel Bridges a Case Study on the Ashland Bridge(Delaware-USA)" 8-, 2004

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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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