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• W1988777045 abstract "Abstract Non-linear partial differential equations of motion for a Mindlin plate subjected to non-uniform initial stress were derived, in this study, from Hamilton's principle in order to investigate the large-amplitude vibration of an initially stressed plate on various elastic foundations. Three foundations, Winkler linear, Winkler non-linear and Pasternak foundations, were used in this study to describe plate–foundation interactions. The initial stress was taken to be a combination of a pure bending stress and an extensional stress in the plane of the plate. The effects of initial stress, amplitude of vibration and stiffness of foundation on the large-amplitude vibration of a Mindlin plate on various elastic foundations are discussed in this paper." @default.
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• W1988777045 date "2004-04-01" @default.
• W1988777045 modified "2023-10-18" @default.
• W1988777045 title "Large-amplitude vibration of an initially stressed plate on elastic foundations" @default.
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• W1988777045 doi "https://doi.org/10.1016/j.compstruc.2004.02.018" @default.
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