Document Type

Article

Publication Date

2019

DOI

10.24018/ejeng.2019.4.1.1059

Publication Title

European Journal of Engineering and Technology Research

Volume

4

Issue

1

Pages

81-84

Abstract

Presented in this paper is an outcome of a study to assess the effect of section loss in the form of longitudinal notches on the buckling load of hollow square section steel columns. The theoretical study includes buckling load estimates based on both an iterative equilibrium as well as a non-iterative energy approach. Buckling loads based on sample laboratory experiments are also presented. The study shows that the presence of a notch can significantly reduce the axial load-carrying capacity of a steel column.

Rights

© 2019 The Authors.

"Articles are published under the terms of a Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License. It provides a global framework to support the easy re-use of open-access material and the global exchange of knowledge. Authors retain copyright to their work and allow others to copy, distribute, transmit, and adapt their work, provided proper attribution is given, but under the following terms: they must give appropriate credit, provide a link to the license, and indicate if changes were made. They may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.

The author represents and warrants that the article is his or her original work and that it either has not been published or submitted for publication in any prior form. The author further represents that he or she has the right to grant this license to the journal and that, the article is neither defamatory of any persons or products nor infringing upon any third party’s copyrights. If the article contains material for which the author does not hold the copyright, the author represents that such material is clearly identified and acknowledged within the text and that such use is either with the permission of the copyright holder."

Original Publication Citation

Razzaq, Z., & Tecleab, S. (2019). Notched hollow square section steel column buckling. European Journal of Engineering and Technology Research, 4(1), 81-84. https://doi.org/10.24018/ejeng.2019.4.1.1059

Download

Share

COinS