A CONSISTENT AYRTON-PERRY APPROACH FOR THE FLEXURAL-TORSIONAL BUCKLING RESISTANCE EVALUATION OF STEEL I-SECTION MEMBERS
Journal Title: Civil and Environmental Engineering Reports - Year 2017, Vol 2, Issue 25
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.
Authors and Affiliations
Marian GIŻEJOWSKI, Zbigniew STACHURA
Keywords
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- EP ID EP243261
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