Buckling of an axially compressed transversely isotropic cylindrical shell with a weakly supported curvilinear edge

DOI10.3103/S1063454115020120zbMath1370.74105OpenAlexW758790855MaRDI QIDQ2404587

A. V. Zelinskaya, Petr E. Tovstik

Publication date: 19 September 2017

Published in: Vestnik St. Petersburg University. Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.3103/s1063454115020120

zbMATH Keywords

cylindrical shellaxial compressiontransversely isotropic

Mathematics Subject Classification ID

Shells (74K25)

Cites Work

• On the asymptotic nature of approximate models of beams, plates, and shells
• A cylindrical plate with a weakly fixed curvilinear edge made of a transversally isotropic material
• On the 2D models of plates and shells including the transversal shear
• The buckling of a free edge of an axially-compressed circular cylindrical shell
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