Izvestiya of Saratov University.

Mathematics. Mechanics. Informatics

ISSN 1816-9791 (Print)
ISSN 2541-9005 (Online)


For citation:

Bauer S. M., Voronkova E. B. On the Unsymmetrical Buckling of Shallow Spherical Shells under Internal Pressure. Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, 2018, vol. 18, iss. 4, pp. 390-396. DOI: 10.18500/1816-9791-2018-18-4-390-396, EDN: YSUCVN

This is an open access article distributed under the terms of Creative Commons Attribution 4.0 International License (CC-BY 4.0).
Published online: 
30.11.2018
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Russian
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Article
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539.3,519.6
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YSUCVN

On the Unsymmetrical Buckling of Shallow Spherical Shells under Internal Pressure

Autors: 
Bauer Svetlana M., St. Petersburg State University
Voronkova Eva B., St. Petersburg State University
Abstract: 

This work isdevoted to the numerical study of unsymmetrical buckling of shallow spherical shells and annular plates with varying mechanical characteristics subjected to internal pressure. We suppose that the edge of the shell is clamped but moving freely in the shell’s plane. For the annular plate a roller support is considered for the inner edge of the plate, i.e. the edge that can slide along the figure axes without changing the slope. The unsymmetric part of the solution is sought in terms of multiples of the harmonics of the angular coordinate. A numerical methodise mployed to obtain the lowes tloadvalue which leads to the appearance of wavesin the circumferential direction. The effect of material inhomogeneity on the buckling load is examined. It is shown that if the elasticity modulus decreases away from the center of a plate, the critical pressure for unsymmetric buckling is sufficiently lower than for a plate with constant mechanical properties.

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Received: 
16.07.2018
Accepted: 
10.11.2018
Published: 
07.12.2018
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