A Comprehensive Study of the Small Deflections of Thin Rectangular Cantilever Plates Under Point Loading

[+] Author and Article Information
O. L. Hageniers, W. P. T. North

Department of Mechanical Engineering, University of Windsor, Windsor, Ontario, Canada

J. Eng. Ind 96(3), 833-838 (Aug 01, 1974) (6 pages) doi:10.1115/1.3438449 History: Received March 01, 1973; Online July 15, 2010


An experimental program was carried out to determine the effect of aspect ratio on cantilever plate deflections under point loadings. These results were compared to deflection information obtained using the theoretical technique outlined by Szmelter, Sulikowski and Lipinski [1]. The theory and experiment gave good agreement over the range of aspect ratio studied. A series of curves giving the maximum deflection of a cantilever plate as a function of aspect ratio and load position are presented. These curves show the transition of plate deflections from the cantilever beam case to the infinitely wide cantilever plate case.

Copyright © 1974 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