Buckling behaviour of elliptical cylindrical shells and tubes under compression-Reference-Cited by-同舟云学术

Buckling behaviour of elliptical cylindrical shells and tubes under compression

Published:2008-08 Issue:16 Volume:45 Page:4427-4447
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Silvestre N.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference28 articles.

1. CEN (Comité Européen de Normalisation), 2006. EN 10210-2: Hot finished structural hollow sections of non-alloy and fine grain steels – Part 2. Tolerances, dimensions, sectional properties.

2. Compressive resistance of hot-rolled elliptical hollow sections;Chan;Engineering Structures,2008

3. Effect of imperfections on the buckling of thin cylinders and columns under axial compression;Donnel;Journal of Applied Mechanics (ASME),1950

4. A new theory for the buckling of thin cylinders under axial compression and bending;Donnell;Transactions of ASME,1934

5. Beams, Plates and Shells. Engineering Societies Monographs;Donnell,1976

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