Winkler and Pasternak foundations effect on the free vibration of an orthotropic oval cylindrical shell with variable thickness

DOI10.1002/ZAMM.201400097zbMath1326.74060OpenAlexW1776132922MaRDI QIDQ3456528

Mousa Khalifa Ahmed

Publication date: 9 December 2015

Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/zamm.201400097

zbMATH Keywords

transfer matrix methodvariable thicknessvibration behaviorWinkler-Pasternak foundationsymmetric and antisymmetric modesorthotropic oval cylindrical shells

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Shells (74K25)

Related Items (2)

A Mathematical Analysis Method for Bending Problem of Clamped Shallow Spherical Shell on Elastic Foundation ⋮ Dynamic stability of Timoshenko beams on Pasternak viscoelastic foundation

Cites Work

• Analytical solution of the dynamic behavior of non-homogeneous orthotropic cylindrical shells on elastic foundations under moving loads
• Vibrations of functionally graded cylindrical shells based on elastic foundations
• Buckling analysis of non-uniform cylindrical shells of a four lobed cross section under uniform axial compressions
• Buckling and vibration of cross-ply laminated non-circular cylindrical shells
• Elastic and Viscoelastic Foundation Models

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