Numerical and Experimental Study on Flexural-Torsional Buckling of Aluminium Beams
| Auteur(s): |
Q.-L. Zhang
Y. Wu |
|---|---|
| Médium: | article de revue |
| Langue(s): | anglais |
| Publié dans: | Structural Engineering International, novembre 2006, n. 4, v. 16 |
| Page(s): | 312-318 |
| DOI: | 10.2749/101686606778995227 |
| Abstrait: |
Based on the stress-strain law of aluminium, the relationship between the flexural-torsional buckling coefficient of the perfect aluminium members under bending and the slenderness ratio is derived. The formula for calculating flexural-torsional buckling of aluminium members with the Perry-Roberson form was simulated according to a large number of numerical parameter studies by Finite Element Methods (FEM), which has been verified by the tests described in detail in this paper. |
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sur cette fiche - Reference-ID
10029107 - Publié(e) le:
18.08.2007 - Modifié(e) le:
28.10.2016
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