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      A transfer matrix method for in-plane bending vibrations of tapered beams with axial force and multiple edge cracks

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      https://www.riss.kr/link?id=A105257624

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      다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

      This paper proposes a transfer matrix method for the bending vibration of two types of tapered beams subjected to axial force, and it is applied to analyze tapered beams with an edge or multiple edge open cracks. One beam type is assumed to be reduced linearly in the cross-section height along the beam length. The other type is a tapered beam in which the cross-section height and width with the same taper ratio is linearly reduced simultaneously. Each crack is modeled as two sub-elements connected by a rotational spring, and the method can evaluate the effect of cracking on the desired number of eigenfrequencies using a minimum number of subdivisions. Among the power series available for the solutions, the roots of the differential equation are computed using the Frobenius method. The computed results confirm the accuracy of the method and are compared with previously reported results. The effectiveness of the proposed methods is demonstrated by examining specific examples, and the effects of cracking and axial loading are carefully examined by a comparison of the single and double tapered beam results.
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      This paper proposes a transfer matrix method for the bending vibration of two types of tapered beams subjected to axial force, and it is applied to analyze tapered beams with an edge or multiple edge open cracks. One beam type is assumed to be reduced...

      This paper proposes a transfer matrix method for the bending vibration of two types of tapered beams subjected to axial force, and it is applied to analyze tapered beams with an edge or multiple edge open cracks. One beam type is assumed to be reduced linearly in the cross-section height along the beam length. The other type is a tapered beam in which the cross-section height and width with the same taper ratio is linearly reduced simultaneously. Each crack is modeled as two sub-elements connected by a rotational spring, and the method can evaluate the effect of cracking on the desired number of eigenfrequencies using a minimum number of subdivisions. Among the power series available for the solutions, the roots of the differential equation are computed using the Frobenius method. The computed results confirm the accuracy of the method and are compared with previously reported results. The effectiveness of the proposed methods is demonstrated by examining specific examples, and the effects of cracking and axial loading are carefully examined by a comparison of the single and double tapered beam results.

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      참고문헌 (Reference)

      1 Neves, A.C., "Vibrations of cracked beams: Discrete mass and stiffness models" 168 : 68-77, 2016

      2 Dimogoronas, A.D., "Vibration of cracked structures: A state of the art review" 55 (55): 831-857, 1996

      3 Li, X.F., "Vibration of a rayleigh cantilever beam with axial force and tip mass" 80 : 15-22, 2013

      4 Behzad, M., "Vibration based algorithm for crack detection in cantilever beam containing two different types of cracks" 332 (332): 6312-6320, 2013

      5 Mazanoglu, K., "Vibration analysis of non-uniform beams having multiple edge cracks along the beam's height" 52 (52): 515-522, 2010

      6 Cheng, Y., "Vibration analysis of a cracked rotating tapered beam using the p-version finite element method" 47 (47): 825-834, 2011

      7 Fernandez-Saez, J., "Unique determination of a single crack in a uniform simply supported beam in bending vibration" 371 : 94-109, 2016

      8 Zhou, Y., "Stochastic forced vibration analysis of a tapered beam with performance deterioration" 228 (228): 1393-1406, 2017

      9 Wauer, J., "On the dynamics of cracked rotors: A literature survey" 43 (43): 13-17, 1990

      10 Weipeng Sun, "Nonlinear vibration analysis of a type of tapered cantilever beams by using an analytical approximate method" 국제구조공학회 59 (59): 1-14, 2016

      1 Neves, A.C., "Vibrations of cracked beams: Discrete mass and stiffness models" 168 : 68-77, 2016

      2 Dimogoronas, A.D., "Vibration of cracked structures: A state of the art review" 55 (55): 831-857, 1996

      3 Li, X.F., "Vibration of a rayleigh cantilever beam with axial force and tip mass" 80 : 15-22, 2013

      4 Behzad, M., "Vibration based algorithm for crack detection in cantilever beam containing two different types of cracks" 332 (332): 6312-6320, 2013

      5 Mazanoglu, K., "Vibration analysis of non-uniform beams having multiple edge cracks along the beam's height" 52 (52): 515-522, 2010

      6 Cheng, Y., "Vibration analysis of a cracked rotating tapered beam using the p-version finite element method" 47 (47): 825-834, 2011

      7 Fernandez-Saez, J., "Unique determination of a single crack in a uniform simply supported beam in bending vibration" 371 : 94-109, 2016

      8 Zhou, Y., "Stochastic forced vibration analysis of a tapered beam with performance deterioration" 228 (228): 1393-1406, 2017

      9 Wauer, J., "On the dynamics of cracked rotors: A literature survey" 43 (43): 13-17, 1990

      10 Weipeng Sun, "Nonlinear vibration analysis of a type of tapered cantilever beams by using an analytical approximate method" 국제구조공학회 59 (59): 1-14, 2016

      11 Loya, J.A., "Natural frequencies for bending vibrations of Timoshenko cracked beams" 290 (290): 640-653, 2006

      12 Zhang, K., "Multi-cracks identification method for cantilever beam structure with variable cross-sections based on measured natural frequency changes" 387 : 53-65, 2016

      13 Caddemi, S., "Multi-cracked eulerbernoulli beams: Mathematical modeling and exact solutions" 50 (50): 944-956, 2013

      14 Chaudhari, T.D., "Modelling of transverse vibration of beam of linearly variable depth with edge crack" 63 (63): 425-445, 1999

      15 Sarkar, K., "Modal tailoring and closedform solutions for rotating non-uniform euler-bernoulli beams" 88 : 208-220, 2014

      16 Lee, J.W., "In-plane bending vibration analysis of a rotating beam with multiple edge cracks by using the transfer matrix method" 52 (52): 1143-1157, 2017

      17 Lee, J.H., "Identification of multiple cracks in a beam using vibration amplitudes" 326 (326): 205-212, 2009

      18 Broda, D., "Generation of higher harmonics in longitudinal vibration of beams with breathing cracks" 381 : 206-219, 2016

      19 Hodges, D.H., "Free-vibration ananlysis of rotating beams by a variable-order finite element method" 19 (19): 1459-1466, 1981

      20 Carlos A. Rossit, "Free vibrations of AFG cantilever tapered beams carrying attached masses" 국제구조공학회 61 (61): 685-691, 2017

      21 Banerjee, J.R., "Free vibration of rotating tapered beams using the dynamic stiffness method" 298 (298): 1034-1054, 2006

      22 Vinod, K.G., "Free vibration and wave propagation analysis of uniform and tapered rotating beams using spectrally formulated finite elements" 44 (44): 5875-5893, 2007

      23 Lee, J.W., "Free vibration analysis using the transfer-matrix method on a tapered beam" 164 : 75-82, 2016

      24 Kisa, M., "Free vibration analysis uniform and stepped cracked beams with circular cross sections" 45 (45): 364-380, 2007

      25 Yuan, J.H., "Exact solutions for free vibrations of axially inhomogeneous Timoshenko beams with variable cross section" 227 (227): 2625-2643, 2016

      26 Caddemi, S., "Exact closed-form solution for the vibration modes of the euler-bernoulli beam with multiple open cracks" 327 (327): 473-489, 2009

      27 Skrinar, M., "Elastic beam finite element with an arbitrary number of transverse cracks" 45 (45): 181-189, 2009

      28 Dona, M., "Dynamic analysis of multi-cracked euler-bernoulli beams with gradient elasticity" 161 : 64-76, 2015

      29 Ruotolo, R., "Damage assessment of multiple cracked beams: Numerical results and experimental validation" 206 (206): 567-588, 1997

      30 Nahvi, H., "Crack detection in beams using experimental modal data and finite element model" 47 (47): 1477-1497, 2005

      31 Korak Sarkar, "Closed-form solutions for non-uniform axially loaded Rayleigh cantilever beams" 국제구조공학회 60 (60): 455-470, 2016

      32 Kundu, B., "Analysis of weak solution of euler-bernoulli beam with axial force" 298 : 247-260, 2017

      33 Attar, M., "A transfer matrix method for free vibration analysis and crack identification of stepped beams with multiple edge cracks and different boundary conditions" 57 (57): 19-33, 2012

      34 Lee, J.W., "A transfer matrix method capable of determining the exact solutions of a twisted bernoulli-euler beam with multiple edge cracks" 41 : 474-493, 2017

      35 Lee, Y.S., "A study on crack detection using eigenfrequency test data" 77 (77): 327-342, 2000

      36 Chondros, T.G., "A continuous cracked beam vibration theory" 215 (215): 17-34, 1998

      37 Yan, Y., "A closed-form solution applied to the free vibration of the euler-bernoulli beam with edge cracks" 86 (86): 1633-1646, 2016

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      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
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      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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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      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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