A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members
| Author(s): |
Marian Giżejowski
(Warsaw University of Technology , Faculty of Civil Engineering, Institute of Building Engineering , Poland)
Zbigniew Stachura (Warsaw University of Technology , Faculty of Civil Engineering, Institute of Building Engineering , Poland) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Civil and Environmental Engineering Reports, June 2017, n. 2, v. 25 |
| Page(s): | 89-105 |
| DOI: | 10.1515/ceer-2017-0022 |
| 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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10705308 - Published on:
19/02/2023 - Last updated on:
19/02/2023
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