Vol. 7, No. 5, 2012

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

Volume 12
Issue 3, 249–351
Issue 2, 147–247
Issue 1, 1–146

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
Editorial Board
Research Statement
Scientific Advantage
Submission Guidelines
Submission Form
Author Index
To Appear
ISSN: 1559-3959
Buckling analysis of nonuniform columns with elastic end restraints

Seval Pinarbasi

Vol. 7 (2012), No. 5, 485–507

Since compression members, such as columns in a multistory building, are mostly the key elements in a structure, even a small decrease in their load carrying capacity can lead to catastrophic failure of the structure. A compression member has to be designed to satisfy not only the strength and serviceability requirements, but also the stability requirements. In fact, the behavior of a slender column is mostly governed by the stability limit states. In an attempt to construct ever-stronger and ever-lighter structures, many engineers currently design slender high strength columns with variable cross sections and various end conditions. Even though buckling behavior of uniform columns with ideal boundary conditions have extensively been studied, there are limited studies in the literature on buckling analysis of nonuniform columns with elastic end restraints since such an analysis requires the solution of more complex differential equations for which it is usually impractical or sometimes even impossible to obtain exact solutions. This paper shows that variational iteration method (VIM) can successfully be used for this purpose. VIM results obtained for columns of constant cross sections, for which exact results are available in the literature, agree with the exact results perfectly, verifying the efficiency of VIM in the analysis of this special type of buckling problem. It is also shown that unlike exact solution procedures, variational iteration algorithms can easily be used even when the variation of column stiffness along its length and/or the end conditions are rather complex.

variational iteration method, elastic buckling, stability, nonuniform column, elastic end restraints
Received: 8 March 2012
Revised: 5 June 2012
Accepted: 9 July 2012
Published: 15 November 2012
Seval Pinarbasi
Department of Civil Engineering
Kocaeli University, Umuttepe Campus
41380 Kocaeli
Phone: +90 262 303 3274
Fax: +90 262 303 3003