A Consistent Ayrton-Perry Approach for the Flexural-Torsional Buckling Resistance Evaluation of Steel I-Section Members
| Autor(en): |
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: | Fachartikel |
| Sprache(n): | Englisch |
| Veröffentlicht in: | Civil and Environmental Engineering Reports, Juni 2017, n. 2, v. 25 |
| Seite(n): | 89-105 |
| DOI: | 10.1515/ceer-2017-0022 |
| Abstrakt: |
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. |
- Über diese
Datenseite - Reference-ID
10705308 - Veröffentlicht am:
19.02.2023 - Geändert am:
19.02.2023
Structurae kooperiert mit
