Properties of local buckling of spherical shell under external pressure

Author:

Evkin A.ORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Asymptotic analyses of the buckling of imperfect columns on nonlinear elastic foundations;Amazigo;Int. J. Solids Structures,1970

2. Amplitude modulation, phase modulation and localization of buckling patterns;Potier-Ferry,1983

3. Asymptotic and Rayleigh–Ritz routes to localized buckling solutions in an elastic instability problem;Wadee;Proc. R. Soc. Lond. Ser. A Math. Phys. Eng. Sci.,1997

4. Bucklng under external pressure of cylindrical shells with dimple-shaped initial imperfection;Amazigo;Int. J. Solids Structures,1971

5. Initial post-critical behaviour of cylindrical shells under external pressure;Babenko;Izv. AN SSSR, Mekh. Tverdogo Tela [Mech. Solids],1979

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