Nonlinear vibration and postbuckling of unsymmetrically laminated imperfect shallow cylindrical panels with mixed boundary conditions resting on elastic foundation

DOI10.1016/0020-7225(87)90069-3zbMath0604.73063OpenAlexW2044470812MaRDI QIDQ1083279

Chuen-Yuan Chia

Publication date: 1987

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(87)90069-3

zbMATH Keywords

postbucklingGalerkin proceduregeneralized Fourier seriesorthotropicmethod of perturbationdynamic Marguerre-type equationsedge bending momentsinplane edge forcesrotational stiffness variationunified approximate solutionunsymmetrically laminated angle- ply cylindrical panelsvarying rotational edge-restraint coefficientsWinkler-Pasternak foundation

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Bifurcation and buckling (74G60) Dynamical problems in solid mechanics (74H99) Elastic materials (74B99)

Related Items (4)

Nonlinear vibration and dynamic stability of a viscoelastic cylindrical panel with concentrated mass ⋮ Nonlinear hygrothermal vibration and buckling analysis of imperfect FG-CNTRC cylindrical panels embedded in viscoelastic foundations ⋮ Multi-mode nonlinear vibration and postbuckling of antisymmetrically laminated imperfect angle-ply cylindrical panel with free straight edges ⋮ Elastic and viscoelastic foundations: a review on linear and nonlinear vibration modeling and applications

Cites Work

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• Influence of Large Amplitudes on Flexural Vibrations of Elastic Plates
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• Vibrations of Rectangular Plates With Nonuniform Elastic Edge Supports
• Postbuckling Behavior of Unsymmetrically Layered Anisotropic Rectangular Plates
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• Post-Buckling Behaviour of Rectangular Orthotropic Plates
• Non-linear flexural vibrations of orthotropic rectangular plates
• Postbuckling Behavior of Rectangular Plates With Small Initial Curvature Loaded in Edge Compression—(continued)

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