The magneto-electro-elastic coupling isogeometric analysis method for the static and dynamic analysis of magneto-electro-elastic structures under thermal loading

Zhou, Liming; Qu, Fangting

doi:10.1016/j.compstruct.2023.116984

Cited by 13 publications

(1 citation statement)

References 74 publications

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“…Thai et al, [7] presented a nonlocal strain gradient iso-geometric model, which includes the higher-order shear deformation theory, nonlocal strain gradient theory and iso-geometric analysis method, for free vibration analysis of functionally graded nanoplates made of magneto-electro-elastic materials. Further, Zhou and Qu [8] introduced the magneto-electroelastic coupling iso-geometric analysis method for the static and dynamic analysis of magneto-electroelastic structures under thermal loading. In 2022, the nonlinear static buckling analysis of MEE sandwich plate on Pasternak-type elastic foundations subjected to the mechanical, thermal, electric and magnetic loadings is presented in the work of Quang et al, [9].…”

Section: Introduction *mentioning

confidence: 99%

Buckling and Post-buckling of Sandwich Plate with Functionally Graded Graphene Origami Reinforced Core Layer in Hygrothermal Environment

Minh Anh,

Dat,

Duc

2023

MaP

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The buckling and post-buckling of magneto-electric-elastic (MEE) sandwich plate are presented. The core layer consists of epoxy matrix reinforced with graphene origami auxetic metal-material in which the volume fraction of graphene origami is assumed to vary the thickness direction in three different distributions. For MEE face sheets, the proportions of ferroelectric and ferromagnetic components are chosen equally. The Reddy's higher order shear deformation plate theory forms the basis for establishing the governing equations. The axial compressive loading- deflection amplitude relation and the expression of critical buckling loading are obtained through the application of Galerkin method. The method's accuracy is validated by comparing its results with those published by other authors. The influences of various parameters on the buckling and post-buckling of the sandwich plate are investigated in details.

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Section: Introduction *mentioning

confidence: 99%