A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members
2017 ◽
Vol 25
(2)
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pp. 89-105
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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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2015 ◽
Vol 101
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pp. 662-676
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1974 ◽
Vol 16
(12)
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pp. 893-912
2013 ◽
Vol 743
◽
pp. 170-175
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2005 ◽
Vol 05
(02)
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pp. 163-183
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1978 ◽
Vol 264
(0)
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pp. 61-71
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