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Buckling and vibration of plate assemblies of non-constant thickness
Abstract This paper considers the well-known generalized method of analysis in which the stability and natural response of plate systems are obtained on the basis of a closed-form solution for the transverse modal shape of each component plate. It is shown that, while this solution can be taken to be the same for all plates provided the thickness is uniform throughout the system, other shapes for the transverse deflections of some of the components may have to be employed in cases where the thickness (and/or the applied axial stresses) are not common to all elements.
Buckling and vibration of plate assemblies of non-constant thickness
Abstract This paper considers the well-known generalized method of analysis in which the stability and natural response of plate systems are obtained on the basis of a closed-form solution for the transverse modal shape of each component plate. It is shown that, while this solution can be taken to be the same for all plates provided the thickness is uniform throughout the system, other shapes for the transverse deflections of some of the components may have to be employed in cases where the thickness (and/or the applied axial stresses) are not common to all elements.
Buckling and vibration of plate assemblies of non-constant thickness
Pavlović, M.N. (author)
Thin-Walled Structures ; 5 ; 191-210
1987-02-03
20 pages
Article (Journal)
Electronic Resource
English
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