Free Vibration of Buckled Laminated Plates by Finite Element Method

[+] Author and Article Information
Le-Chung Shiau, Teng-Yuan Wu

Institute of Aeronautics and Astronautics, National Cheng Kung University, Tainan, Taiwan, 70101 R.O.C

J. Vib. Acoust 119(4), 635-640 (Oct 01, 1997) (6 pages) doi:10.1115/1.2889774 History: Received April 01, 1995; Revised December 01, 1995; Online February 26, 2008


Free vibration behavior of buckled composite plates are studied by using a high precision triangular plate element. This element is developed based on a simplified high order plate theory and von Kármán large deformation assumptions. The nonlinear governing equations of motion for the plates is linearized into two sets of equations by assuming small amplitude vibration of the laminates about its buckled static equilibrium profile. Results show that, in the postbuckling regime, the fundamental mode may be shifted from the first mode to the second due to squeezing effect of the in-plane force on the plate. For plate with certain boundary conditions, the natural frequency may have a sudden jump due to buckle pattern change of the plate in the postbuckling regime.

Copyright © 1997 by The American Society of Mechanical Engineers
Your Session has timed out. Please sign back in to continue.





Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In