Energy barrier method for estimation of design buckling load of axially compressed elasto-plastic cylindrical shells-Reference-Cited by-同舟云学术

Energy barrier method for estimation of design buckling load of axially compressed elasto-plastic cylindrical shells

Published:2021-04 Issue: Volume:161 Page:107454
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Evkin A.,Lykhachova O.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference53 articles.

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2. Experimental investigation of local loss of stability of a cylindrical shell during axial compression;Vladimirov;Izv. AN SSSR, Mekhanika. Tverdogo Tela [Mechanics of Solids],1969

3. Buckling under external pressure of cylindrical shells with dimple shaped initial imperfections;Amazigo;Int. J. Solid Struct.,1971

4. Initial post-critical behaviour of cylindrical shells under external pressure, Izv. AN SSSR, Mekhanika;Babenko;Tverdogo Tela [Mechanics of Solids,1979

5. Localization in spherical shell buckling;Audoly;J. Mech. Phys. Solid.,2020

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