RESEARCH PAPERS: Vibration and Sound

The Influence of Geometric and Material Design Variables on the Free Vibration of Thin-Walled Composite Material Beams

[+] Author and Article Information
L. C. Bank, C. H. Kao

Department of Civil Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180-3590

J. Vib., Acoust., Stress, and Reliab 111(3), 290-297 (Jul 01, 1989) (8 pages) doi:10.1115/1.3269855 History: Received January 08, 1988; Revised April 14, 1988; Online November 23, 2009


The natural frequencies and mode shapes of thin-walled beams constructed of walls, or panels, of advanced composite materials depend upon both the geometry of the cross-section and the mechanical properties of the materials used in the panels. A shear deformation beam theory having the form of a Timoshenko beam theory is used to investigate the influence of these design variables. It is found that the maximum stiffness of a particular beam configuration is obtained when the contributions from the bending and shearing modes of deformation are optimized. Results show the influence of shear deformation even in the fundamental mode of vibration. Simply-supported, cantilever and free-free beams of various cross-sectional shapes and materials are analyzed.

Copyright © 1989 by ASME
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