Picture of scraped petri dish

Scrape below the surface of Strathprints...

Explore world class Open Access research by researchers at the University of Strathclyde, a leading technological university.

Explore

A detailed examination of interactive buckling in plain channel sections

Aziz, A. and Rhodes, J. and Macdonald, M. and Nash, D.H. (2006) A detailed examination of interactive buckling in plain channel sections. In: Proceedings of the 18th International Specialty Conference on Cold-Formed Steel Structures 2006. University of Missouri.

Full text not available in this repository. (Request a copy from the Strathclyde author)

Abstract

A finite element analysis that focused on elastic buckling of columns is presented. The key points of interest for the study were the affect of the wandering neutral axis and the assumed effective length of the column. The veracity of assumptions such as the movement of the neutral axis is counteracted by the effects of the fixed end are considered.