0
RESEARCH PAPERS

On the Bending of Circular Cylindrical Shells by Equal and Equally Spaced End Radial Shear Forces and Moments

[+] Author and Article Information
Paul Seide

Space Technology Laboratories, Inc., Los Angeles, Calif.

J. Appl. Mech 28(1), 117-126 (Mar 01, 1961) (10 pages) doi:10.1115/1.3640421 History: Received March 18, 1960; Online September 16, 2011

Abstract

The effect of discontinuous circumferential end loading of a circular cylinder by equal and equally spaced radial shear forces and moments is investigated by means of Donnell’s equations. Large nonuniform bending effects are found for combinations of circumferential load coverage and cylinder geometry for which an assumption of uniform loading might intuitively be expected to be adequate.

Copyright © 1961 by ASME
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

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