ORIGINAL ARTICLE
A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members
1
Warsaw University of Technology, Faculty of Civil Engineering, Institute of Building Engineering, Poland
Online publication date: 2017-06-26
Publication date: 2017-06-01
Civil and Environmental Engineering Reports 2017;25(2):89-105
KEYWORDS
steel I-sectionbeam-columnbuckling resistanceflexural-torsional bucklinggeneralized Ayrton-Perry formulationEurocode’s design philosophy
ABSTRACT
Steel I-section members subjected to compression a monoaxial bending about the major axis are dealt with in this paper. The current Eurocode’s design procedure of such members is based on a set of two interpolation equations. In this paper a simple and yet consistent Ayrton-Perry methodology is presented that for beam-columns yields the Ayrton-Perry design strategy similar to that utilized in the steel Eurocodes for design of beams and columns but not used so far for the beam-column design. The results from developed design criterion are compared with those of Method 1 of Eurocode 3 and the Ayrton-Perry formulation of a different format that has been recently published.
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