Buckling analysis of skew magneto-electro-elastic plates under in-plane loading
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Date
2018
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SAGE Publications Ltd info@sagepub.co.uk
Abstract
This article deals with the study of buckling behaviour of multilayered skew magneto-electro-elastic plate under uniaxial and biaxial in-plane loadings. The skew edges of the skew magneto-electro-elastic plate are obtained by transforming the local skew coordinate to the global using a transformation matrix. The displacement fields corresponding to the first-order shear deformation theory along with constitutive equations of magneto-electro-elastic materials are used to develop a finite element model. The finite element model encompasses the coupling between electric, magnetic and elastic fields. The in-plane stress distribution within the skew magneto-electro-elastic plate due to the enacted force is considered to be equivalent to the applied in-plane compressive loads in the pre-buckling range. This stress distribution is used to derive the potential energy functional of the skew magneto-electro-elastic plate. The non-dimensional critical buckling load is attained from the solution of the allied linear eigenvalue problem. Influence of skew angle, stacking sequence, span-to-thickness ratio, aspect ratio and boundary condition on the critical buckling load and their corresponding mode shapes is investigated. © 2018, © The Author(s) 2018.
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Keywords
Aspect ratio, Buckling, Constitutive equations, Eigenvalues and eigenfunctions, Linear transformations, Loads (forces), Plates (structural components), Potential energy functions, Shear deformation, Stress concentration, Structural panels, Critical buckling loads, First-order shear deformation theory, In-plane loads, Magneto-electro-elastic materials, Magneto-electro-elastic plates, Skew plates, Span-to-thickness ratio, Transformation matrices, Finite element method
Citation
Journal of Intelligent Material Systems and Structures, 2018, 29, 10, pp. 2206-2222
