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      KCI등재 SCIE SCOPUS

      A new damage detection indicator for beams based on mode shape data

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      https://www.riss.kr/link?id=A104824159

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      다국어 초록 (Multilingual Abstract)

      In this paper, a new damage indicator based on mode shape data is introduced to identify damage in beam structures. In order to construct the indicator proposed, the mode shape, mode shape slope and mode shape curvature of a beam before and after dama...

      In this paper, a new damage indicator based on mode shape data is introduced to identify damage in beam structures. In order to construct the indicator proposed, the mode shape, mode shape slope and mode shape curvature of a beam before and after damage are utilized. Mode shape data of the beam are first obtained here using a finite element modeling and then the slope and curvature of mode shape are evaluated via the central finite difference method. In order to assess the robustness of the proposed indicator, two test examples including a simply supported beam and a two-span beam are considered. Numerical results demonstrate that using the proposed indicator, the location of single and multiple damage cases having different characteristics can be accurately determined. Moreover, the indicator shows a better performance when compared with a well-known indicator found in the literature.

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      참고문헌 (Reference)

      1 Sinou, J. J., "a robust identification of single crack location and size only based on pulsations of the cracked systems" 25 (25): 691-716, 2007

      2 Shih, H. W., "Vibration based structural damage detection in flexural members using multi-criteria approach" 323 (323): 645-661, 2009

      3 Rytter, A., "Vibration Based Inspection of Civil Engineering Structures" Aalborg University 1993

      4 Cawley, P., "The location of defects in structures from measurements of natural frequency" 14 (14): 49-57, 1979

      5 MATLAB, "The language of technical computing (software)"

      6 Koh, B.H., "Structural health monitoring for flexible bridge structures using correlation and sensitivity of modal data" 85 (85): 117-130, 2007

      7 Nobahari, M., "Structural damage detection using an efficient correlation based index and a modified genetic algorithm" 53 (53): 1798-1809, 2011

      8 Messina, A., "Structural damage detection by a sensitivity and statistical-based method" 216 (216): 791-808, 1998

      9 Lieven, N.A.J., "Spatial correlation of mode shapes: the coordinate modal assurance criterion (COMAC)" 1988

      10 Sinha, J. K., "Simplified models for the location of cracks in beam structures using measured vibration data" 251 (251): 13-38, 2002

      1 Sinou, J. J., "a robust identification of single crack location and size only based on pulsations of the cracked systems" 25 (25): 691-716, 2007

      2 Shih, H. W., "Vibration based structural damage detection in flexural members using multi-criteria approach" 323 (323): 645-661, 2009

      3 Rytter, A., "Vibration Based Inspection of Civil Engineering Structures" Aalborg University 1993

      4 Cawley, P., "The location of defects in structures from measurements of natural frequency" 14 (14): 49-57, 1979

      5 MATLAB, "The language of technical computing (software)"

      6 Koh, B.H., "Structural health monitoring for flexible bridge structures using correlation and sensitivity of modal data" 85 (85): 117-130, 2007

      7 Nobahari, M., "Structural damage detection using an efficient correlation based index and a modified genetic algorithm" 53 (53): 1798-1809, 2011

      8 Messina, A., "Structural damage detection by a sensitivity and statistical-based method" 216 (216): 791-808, 1998

      9 Lieven, N.A.J., "Spatial correlation of mode shapes: the coordinate modal assurance criterion (COMAC)" 1988

      10 Sinha, J. K., "Simplified models for the location of cracks in beam structures using measured vibration data" 251 (251): 13-38, 2002

      11 Gholizadeh, S., "Shape optimization of structures for frequency constraints by sequential harmony search algorithm" 45 (45): 627-646, 2013

      12 Ho, Y.K., "On the structural damage identification with mode shapes" 2000

      13 West, W. M., "Illustration of the use of modal assurance criterion to detect structural changes in an orbiter test specimen" 1984

      14 Rizos, P. F., "Identification of crack location and magnitude in a cantilever beam from the vibration modes" 138 (138): 381-388, 1990

      15 Doebling, S. W., "Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review" 1 : 1-136, 1996

      16 Pandey, A.K., "Damage detection in structures using changes in flexibility" 169 (169): 3-17, 1994

      17 Abdel Wahab, M.M., "Damage detection in bridges using modal curvatures:application to a real damage scenario" 226 (226): 217-235, 1999

      18 Pandey, A. K., "Damage detection from changes in curvature mode shapes" 145 (145): 321-332, 1991

      19 Messina, A., "Damage detection and localization using natural frequency changes" 1992

      20 Mehdi Nobahari, "An efficient method for structural damage localization based on the concepts of flexibility matrix and strain energy of a structure" 국제구조공학회 46 (46): 231-244, 2013

      21 Seyedpoor, S.M., "An efficient indicator for structural damage localization using the change of strain energy based on static noisy data" 38 (38): 2661-2672, 2014

      22 Fallahian, S., "A two stage method for structural damage identification using an adaptive neuro-fuzzy inference system and particle swarm optimization" 11 (11): 797-810, 2010

      23 Seyedpoor, S. M., "A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization" 47 (47): 1-8, 2012

      24 Doebling, S. W., "A summary review of vibration-based damage identification methods" 30 (30): 91-105, 1998

      25 Abdo, M.A.B., "A numerical study of structural damage detection using changes in the rotation of mode shapes" 251 (251): 227-239, 2002

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      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
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      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
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      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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