EFFECT OF THE TWO-PARAMETER ELASTIC FOUNDATION ON THE CRITICAL PARAMETERS OF NONHOMOGENEOUS ORTHOTROPIC SHELLS

DOI10.1142/S0219455412500411zbMath1359.74156OpenAlexW2032348195MaRDI QIDQ2972613

Vaqif C. Haciyev, Abdullah H. Sofiyev, Eckart Schnack, Nuri Kuruoǧlu

Publication date: 7 April 2017

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455412500411

zbMATH Keywords

bucklingvibrationnonhomogeneityorthotropic shellsWinkler and Pasternak-type elastic foundations

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Bifurcation and buckling (74G60) Shells (74K25)

Related Items (1)

Natural vibrations of a cylindrical shell with fluid partly resting on a two-parameter elastic foundation

Cites Work

• Unnamed Item
• Analytical solution of the dynamic behavior of non-homogeneous orthotropic cylindrical shells on elastic foundations under moving loads
• Free vibrations of cylindrical shells with non-axisymmetric mass distribution on elastic bed
• The calculations of natural frequencies and forced vibration responses of conical shell using the Rayleigh-Ritz method
• On the deformation of inhomogeneous orthotropic elastic cylinders
• Transverse vibrations of non-homogeneous orthotropic rectangular plates of variable thickness: A spline technique
• EFFECT OF RANDOM SYSTEM PROPERTIES ON INITIAL BUCKLING OF COMPOSITE PLATES RESTING ON ELASTIC FOUNDATION
• Buckling of a Short Cylindrical Shell Surrounded by an Elastic Medium
• Free vibration analysis of orthotropic plates resting on Pasternak foundation by mixed finite element formulation
• Elastic and Viscoelastic Foundation Models

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