Static, stability and dynamic analysis of gradient elastic flexural Kirchhoff plates

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A new Kirchhoff plate model based on a modified couple stress theory (2009, methodology): “This response presents a similarity to that obtained by Papargyri-Beskou and Beskos (2008) for a square simply supported gradient elastic plate, in which the normalized deflection decreases with increasing the normalized gradient coefficient.”
Variational analysis of gradient elastic flexural plates under static loading (2010, unknown): “The same conclusion had also been reached in Papargyri-Beskou and Beskos (2008), even though by not a rational way as in here.”
Analysis of micro-sized beams for various boundary conditions based on the strain gradient elasticity theory (2012, background): “Static, stability, and dynamic analysis of gradient elastic flexural Kirchhoff plates and bars are investigated via gradient elasticity [50,51].”
A non-classical Mindlin plate model based on a modified couple stress theory (2011, methodology): “This SSGET, which contains only one material length scale parameter, was also applied in [7,8] to derive non-classical equations of motion for Kirchhoff plates of strain gradient materials.”