0
RESEARCH PAPERS

The Effect of Initial Imperfections on the Buckling Load of Shallow Circular Arches

[+] Author and Article Information
H. L. Schreyer

Department of Mechanical Engineering, University of New Mexico, Albuquerque, N. Mex.

J. Appl. Mech 39(2), 445-450 (Jun 01, 1972) (6 pages) doi:10.1115/1.3422698 History: Received January 15, 1971; Online July 12, 2010

Abstract

This paper presents an exact analysis for the buckling value of a concentrated load applied to a shallow circular arch. The effects of load offset and initial imperfections with the same form as the buckling mode are included. The results are displayed graphically and a comparison is made with experimental values that are available in the literature.

Copyright © 1972 by ASME
Topics: Arches , Stress , Buckling
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