Effect of elastic foundation on the vibration of orthotropic elliptic plates with varying thickness

DOI10.1007/s11012-007-9059-5zbMath1163.74500OpenAlexW2110297410MaRDI QIDQ1027854

J. Blot

Publication date: 30 June 2009

Published in: Meccanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11012-007-9059-5

zbMATH Keywords

vibrationRayleigh-Ritz methodJacobi methodorthotropic plateselastic foundation

Mathematics Subject Classification ID

Anisotropy in solid mechanics (74E10) Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Numerical approximation of solutions of dynamical problems in solid mechanics (74H15)

Related Items (4)

The Rayleigh–Ritz method for linear dynamic, static and buckling behavior of beams, shells and plates: A literature review ⋮ Characteristic orthogonal polynomials in the study of transverse vibrations of nonhomogeneous rectangular orthotropic plates of bilinearly varying thickness ⋮ Vibrations of nonhomogeneous orthotropic rectangular plates with bilinear thickness variation resting on Winkler foundation ⋮ Generalized variational principle of dynamic analysis on naturally curved and twisted box beams for anisotropic materials

Cites Work

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• Use of Characteristic Orthogonal Polynomials in Two Dimensions for Transverse Vibration of Elliptic and Circular Plates With Variable Thickness
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