Abstract

Asymmetrical buckling of pressurized nonuniform shallow shells with elastically restrained edge under normal pressure is studied. The load is applied internally to the shell. The unsymmetric part of the solution is sought in terms of multiples of the harmonics of the angular coordinate. A numerical method is employed to obtain the lowest load value at which waves in the circumferential direction can appear. The effect of material heterogeneity and boundary on the buckling load is examined. If the outer edge can move freely in the radial direction, decreasing of the elasticity modulus to the shell (plate) edge leads to sufficient lowering of the buckling pressure. For a shell with ellastically restrained edge, the buckling pressure and mode number increase with a rise of spring stiffness.

Original languageEnglish
Title of host publicationAnalysis of Shells, Plates, and Beams
Subtitle of host publicationA State of the Art Report
EditorsH. Altenbach, N. Chinchaladze, R. Kienzler, W.H. Müller
PublisherSpringer Nature
Chapter4
Pages65-74
Number of pages10
ISBN (Electronic)9783030474911
DOIs
Publication statusPublished - 2020

Publication series

NameAdvanced Structured Materials
Volume134
ISSN (Print)1869-8433
ISSN (Electronic)1869-8441

Scopus subject areas

  • Materials Science(all)

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