Vol. 1, No. 7, 2006

Download this article
Download this article For screen
For printing
Recent Issues

Volume 19
Issue 4, 541–572
Issue 3, 303–540
Issue 2, 157–302
Issue 1, 1–156

Volume 18, 5 issues

Volume 17, 5 issues

Volume 16, 5 issues

Volume 15, 5 issues

Volume 14, 5 issues

Volume 13, 5 issues

Volume 12, 5 issues

Volume 11, 5 issues

Volume 10, 5 issues

Volume 9, 5 issues

Volume 8, 8 issues

Volume 7, 10 issues

Volume 6, 9 issues

Volume 5, 6 issues

Volume 4, 10 issues

Volume 3, 10 issues

Volume 2, 10 issues

Volume 1, 8 issues

The Journal
About the journal
Ethics and policies
Peer-review process
Submission guidelines
Submission form
Editorial board
ISSN (electronic): 1559-3959
ISSN (print): 1559-3959
Author index
To appear
Other MSP journals
Elastic flexural-torsional buckling of circular arches under uniform compression and effects of load height

Mark Andrew Bradford and Yong-Lin Pi

Vol. 1 (2006), No. 7, 1235–1255

A circular arch with in-plane radial loads uniformly distributed around the arch axis is primarily subjected to uniform compression. Under this action, the arch may suddenly deflect laterally and twist out of the plane of loading and fail in a flexural-torsional buckling mode. In most studies of the elastic flexural-torsional buckling of arches under uniform compression, the directions of the uniformly distributed loads are assumed to be unchanged and parallel to their initial directions during buckling. In practice, arches may be subjected to hydrostatic or to uniformly distributed directed radial loads. Hydrostatic loads always remain normal to the tangent of the deformed arch axis, while uniformly distributed directed radial loads always remain directed toward a specific point during buckling. These uniform radial loads may act at a load height, such as at the top surface of the cross-section. In this case, the radial loads produce an additional torsional moment during buckling which affects the flexural-torsional buckling of the arch. This paper uses both virtual work and static equilibrium approaches to study the elastic flexural-torsional buckling, effects of the load height on the buckling of circular arches under uniform compression (that is, produced by uniformly distributed dead or by directed radial loads), and closed form solutions for the buckling loads are developed.

buckling, circular arch, directed radial loads, flexural-torsional, hydrostatic loads, effect of load height, uniform compression
Received: 11 December 2005
Revised: 22 March 2006
Accepted: 3 April 2006
Published: 1 November 2006
Mark Andrew Bradford
School of Civil and Environmental Engineering
The University of New South Wales
Sydney, NSW 2052
Yong-Lin Pi
School of Civil and Environmental Engineering
The University of New South Wales
Sydney, NSW 2052