• DocumentCode
    2079994
  • Title

    Dynamic analysis about the beams of cantilever screen

  • Author

    Ding, Chuanguang ; Song, Fangzhen ; Song, Bo

  • Author_Institution
    Sch. of Mech. Eng., Univ. of Jinan, Jinan, China
  • fYear
    2011
  • fDate
    16-18 Dec. 2011
  • Firstpage
    2252
  • Lastpage
    2257
  • Abstract
    In order to study the dynamics of the beams of cantilever screen (BCS), the finite element analysis and motion simulation were made using the ANSYS and ADAMS. The modal parameters, harmonic analysis and flexible body simulation data of the BCS were obtained. The results show that: there is a `Frequency veering´ phenomenon in the BCS modal analysis and the natural frequencies are relatively concentrated; the largest deformation of the BCS appears in the end of the under cantilever bar in the middle BCS; not only cantilever bar has the `secondary vibration´ phenomenon in the movement direction, but also the spacing change of the adjacent cantilever bars is regular. Draw the following conclusions: the symmetric periodic structure of the BCS produces a `Frequency veering´ phenomenon; because of the hollow beam deformation, the spacing of adjacent cantilever bar and the shape of cantilever bars group regularly change.
  • Keywords
    beams (structures); cantilevers; finite element analysis; modal analysis; ADAMS; ANSYS; beams; cantilever bar; cantilever screen; dynamic analysis; finite element analysis; flexible body simulation data; frequency veering phenomenon; harmonic analysis; hollow beam deformation; modal analysis; motion simulation; natural frequency; Equations; Finite element methods; Harmonic analysis; Mathematical model; Shape; Structural beams; Vibrations; Cantilever screen; Flexible body; Harmonic response analysis; Modal analysis;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Transportation, Mechanical, and Electrical Engineering (TMEE), 2011 International Conference on
  • Conference_Location
    Changchun
  • Print_ISBN
    978-1-4577-1700-0
  • Type

    conf

  • DOI
    10.1109/TMEE.2011.6199668
  • Filename
    6199668