“…Therefore, this author discusses the performance of the Eshelby–Stroh formalism, illustrated by Vel and Batra [5], in comparison to the capability of an analytical model to deal with multilayered plates as if they were made up of a single layer architecture [1,3] within the frame of static deformations. Interestingly the comparison will show how sometimes the explicit introduction of the required natural boundary conditions can reduce the accuracy of the results.…”