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      A semi-analytical solution for forced vibrations response of rectangular orthotropic plates with various boundary conditions

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      https://www.riss.kr/link?id=A103788546

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      다국어 초록 (Multilingual Abstract)

      Orthotropic plates form an essential part of many marine, aerospace, and automobile structures. The recent increase in the use of composite materials for plate-type structures intensified the need for solutions utilizing orthotropic plates. These stru...

      Orthotropic plates form an essential part of many marine, aerospace, and automobile structures. The recent increase in the use of composite materials for plate-type structures intensified the need for solutions utilizing orthotropic plates. These structural components, in many instances, are subjected to vibration. The main purpose of this paper is to present a semi-analytical analysis of the response of orthotropic plates to forced vibrations with different combinations of boundary conditions subjected to a general distributed excitation.
      The solution of the partial differential equation was reduced to an iterative sequential solution of ordinary differential equations using extended Kantorovich method. The efficiency and accuracy of the proposed method were examined through comparison with available literature and was in good agreement with them.

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      참고문헌 (Reference)

      1 C. Mei, "finite element method for non-linear forced vibrations of rectangular plates" 23 : 1104-1110, 1985

      2 R. Szilard, "Theory and analysis of plates. Englewood Cliffs" Prentice-Hall 1974

      3 R. B. Bhat, "Plate characteristic functions and natural frequencies of vibration of plates by iterative reduction of partial differential equation" 115 (115): 177-181, 1993

      4 M. Dalaei, "Natural vibration analysis of clamped rectangular orthotropic plates" 189 (189): 399-406, 1996

      5 R. B, Bhat, "Natural frequencies of rectangular plates using characteristic orthogonal polynomials in the Rayleigh–Ritz method" 102 (102): 493-499, 1985

      6 T. Sakata, "Natural frequencies of orthotropic rectangular plates obtained by iterative reduction of the partial differential equation" 189 (189): 89-101, 1996

      7 S. D. Yu, "Generic free vibration of orthotropic rectangular plates with clamped and simply supported edge" 163 (163): 439-450, 1993

      8 A. N. Bercin, "Free vibration solution for clamped orthotropic plates using the Kantorovich method," 196 (196): 243-247, 1996

      9 R. L. Ramkumar, "Free vibration solution for clamped orthotropic plates using Lagrangian multiplier technique" 25 (25): 146-151, 1987

      10 M. Huang, "Free vibration analysis of orthotropic rectangular plateswith variable thickness and general boundary conditions" 931-955, 2005

      1 C. Mei, "finite element method for non-linear forced vibrations of rectangular plates" 23 : 1104-1110, 1985

      2 R. Szilard, "Theory and analysis of plates. Englewood Cliffs" Prentice-Hall 1974

      3 R. B. Bhat, "Plate characteristic functions and natural frequencies of vibration of plates by iterative reduction of partial differential equation" 115 (115): 177-181, 1993

      4 M. Dalaei, "Natural vibration analysis of clamped rectangular orthotropic plates" 189 (189): 399-406, 1996

      5 R. B, Bhat, "Natural frequencies of rectangular plates using characteristic orthogonal polynomials in the Rayleigh–Ritz method" 102 (102): 493-499, 1985

      6 T. Sakata, "Natural frequencies of orthotropic rectangular plates obtained by iterative reduction of the partial differential equation" 189 (189): 89-101, 1996

      7 S. D. Yu, "Generic free vibration of orthotropic rectangular plates with clamped and simply supported edge" 163 (163): 439-450, 1993

      8 A. N. Bercin, "Free vibration solution for clamped orthotropic plates using the Kantorovich method," 196 (196): 243-247, 1996

      9 R. L. Ramkumar, "Free vibration solution for clamped orthotropic plates using Lagrangian multiplier technique" 25 (25): 146-151, 1987

      10 M. Huang, "Free vibration analysis of orthotropic rectangular plateswith variable thickness and general boundary conditions" 931-955, 2005

      11 R. E. Rossi, "Forced vibrations of rectangular plates subjected to harmonic loading distributed over a rectangular subdomain," 28 : 1575-1584, 2001

      12 E. Romanelli, "Forced transverse vibrations of a simply supported rectangular orthotropic plate in the case where the force acts over a plate subdomain" 28 : 1135-1144, 2001

      13 L. V. Kantorovich, "Approximate methods of higher analysis" The Netherlands 1964

      14 R. Jones, "Application of the extended Kantorovich method to the vibration of clamped rectangular plates" 45 : 309-316, 1976

      15 S. G. Lekhnitskii, "Anisotropic plates" Gordon &Breach 1968

      16 A. D. Kerr, "An extension of the Kantorovich method" 26 : 219-129, 1968

      17 C. R. Wylie, "Advanced Engineering Mathematics" McGraw-Hill 1985

      18 D. J. Gorman, "Accurate free vibration analysis of clamped orthotropic plates by the method of superposition" 140 (140): 391-411, 1990

      19 S. M. Dickinson, ", On the use of orthogonal polynomials in the Reyleigh- Ritz method for the study of the flexural vibration and buckling of isotropic and orthotropic rectangular plates" 108 (108): 51-62, 1986

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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
      2012-11-05 학술지명변경 한글명 : 대한기계학회 영문 논문집 -> Journal of Mechanical Science and Technology KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-19 학술지명변경 한글명 : KSME International Journal -> 대한기계학회 영문 논문집
      외국어명 : KSME International Journal -> Journal of Mechanical Science and Technology
      KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.04 0.51 0.84
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.74 0.66 0.369 0.12
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