Proof of convergence for a set of admissible functions for the Rayleigh-Ritz analysis of beams and plates and shells of rectangular planform

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On the application of the Ritz method to free vibration and buckling analysis of highly anisotropic plates (2018, methodology): “The approach discussed here is developed to guarantee improved performance, a necessary feature for dealing with highly anisotropic plates, as dis- = + = + + = + = + + = + + N ξ η ξ N ξ η ξ η N ξ η η N ξ η ξ η N ξ η ξ η ( , ) ( 1) ( , ) cos ( 1)sin ( 1) ( , ) ( 1) ( , ) sin ( 1)cos ( 1) ( , ) sin ( ”