Vibration analysis of nonhomogeneous moderately thick plates with point supports resting on Pasternak elastic foundation using element free Galerkin method

被引:25
|
作者
Bahmyari, Ehsan [1 ]
Khedmati, Mohammad Reza [1 ]
机构
[1] Amirkabir Univ Technol, Dept Marine Technol, Tehran, Iran
关键词
Element-Free Galerkin Method (EFGM); Nonhomogeneous plates; Pasternak elastic foundation; Point supports; Vibration; MESH-FREE METHOD; FUNCTIONALLY GRADED PLATES; RECTANGULAR-PLATES; MINDLIN PLATES; VARIABLE THICKNESS; ANNULAR PLATES; COMPOSITE; FORMULATION;
D O I
10.1016/j.enganabound.2013.05.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper shear deformable plate theory in combination with Element-Free Galerkin Method (EFGM) is used for free vibration analysis of nonhomogeneous moderately thick plates with point supports resting on a two-parameter elastic foundation. It is shown that the vibration results obtained by this method are in a very good agreement with the available literatures in spite of using low numbers of nodes which can be considered as an inconvenience in some other methods to reach a satisfactory accuracy. Also, applicability of the method is demonstrated by solving numerical examples for different values of homogeneity variation parameter, aspect ratio, thickness to length ratio, foundation parameters, various types of boundary conditions and different numbers of point support. The numerical results present valuable information for engineers and designers in various structural applications and also prove useful to use as benchmarks for further references. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1212 / 1238
页数:27
相关论文
共 50 条
  • [31] Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation
    Baferani, A. Hasani
    Saidi, A. R.
    Ehteshami, H.
    COMPOSITE STRUCTURES, 2011, 93 (07) : 1842 - 1853
  • [32] The static and free vibration analysis of a nonhomogeneous moderately thick plate using the meshless local radial point interpolation method
    Xia, P.
    Long, S. Y.
    Cui, H. X.
    Li, G. Y.
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2009, 33 (06) : 770 - 777
  • [33] Bending analysis of moderately thick plates on elastic foundation by meshless local radial point interpolation method
    Xia Ping
    Long Shu-yao
    Hu Wei-jun
    ROCK AND SOIL MECHANICS, 2010, 31 (02) : 656 - 660
  • [34] Free vibration analysis of thick plates on pasternak foundations
    Xu, D. S.
    Wang, Y.
    Xiao, R. C.
    BOUNDARIES OF ROCK MECHANICS: RECENT ADVANCES AND CHALLENGES FOR THE 21ST CENTURY, 2008, : 721 - 725
  • [35] Analysis of the free vibration of thick plates with torsional elastic support by the ''Superposition-Galerkin'' method
    Gorman, DJ
    MECANIQUE INDUSTRIELLE ET MATERIAUX, 1996, 49 (02): : 71 - 72
  • [36] Free Vibration Analysis of Second-Order Continuity Plate Element Resting on Pasternak Type Foundation Using Finite Element Method
    Ashis Kumar Dutta
    Debasish Bandyopadhyay
    Jagat Jyoti Mandal
    International Journal of Pavement Research and Technology, 2022, 15 : 1431 - 1447
  • [37] Exponential functionally graded plates resting on Winkler–Pasternak foundation: free vibration analysis by dynamic stiffness method
    Manish Chauhan
    Sarvagya Dwivedi
    Pawan Mishra
    Minvydas Ragulskis
    Rafal Burdzik
    Vinayak Ranjan
    Archive of Applied Mechanics, 2023, 93 : 2483 - 2509
  • [38] Free Vibration Analysis of Second-Order Continuity Plate Element Resting on Pasternak Type Foundation Using Finite Element Method
    Dutta, Ashis Kumar
    Bandyopadhyay, Debasish
    Mandal, Jagat Jyoti
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2022, 15 (06) : 1431 - 1447
  • [39] Free vibration analysis of fiber reinforced composite conical shells resting on Pasternak-type elastic foundation using Ritz and Galerkin methods
    Zarouni, E.
    Rad, M. Jalilian
    Tohidi, H.
    INTERNATIONAL JOURNAL OF MECHANICS AND MATERIALS IN DESIGN, 2014, 10 (04) : 421 - 438
  • [40] Free vibration analysis of fiber reinforced composite conical shells resting on Pasternak-type elastic foundation using Ritz and Galerkin methods
    E. Zarouni
    M. Jalilian Rad
    H. Tohidi
    International Journal of Mechanics and Materials in Design, 2014, 10 : 421 - 438