LEVY-TYPE SOLUTION FOR BUCKLING ANALYSIS OF THICK FUNCTIONALLY GRADED RECTANGULAR PLATES BASED ON THE HIGHER-ORDER SHEAR DEFORMATION PLATE THEORY

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A quasi-3D hyperbolic shear deformation theory for functionally graded plates (2014, background): “The HSDTs [10-17] do not require a shear correction factor, but their equations of motion are more complicated than those of the FSDT.”
Static inconsistencies in certain axiomatic higher-order shear deformation theories for beams, plates and shells (2015, background): “w;x 1⁄4 0 and/or w;y 1⁄4 0 as done by many authors in the literature [32,54–59], leads to a static inconsistency at the boundary.”
Stress, vibration and buckling analyses of FGM plates—A state-of-the-art review (2015, methodology): “Bodaghi and Saidi [304] presented a Levy-type solution using a boundary layer function for the buckling analysis of thick FGM plates under various boundary conditions based on the Reddy’s TSDT.”