Maarefdoust, M. and Kadkhodayan, M. (2015) Elastoplastic Buckling Analysis of Rectangular Thick Plates by Incremental and Deformation Theories of Plasticity. Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 229, 1280-1299.
https://doi.org/10.1177/0954410014550047

has been cited by the following article:

• TITLE: Von Misses Pure Shear in Kirchhoff’s Plate Buckling

  AUTHORS: Tonye Ngoji Johnarry, Francis Williams Ebitei

  KEYWORDS: Rectangular Plate, Kirchhoff’s Plate-Differentials, Deflection, Buckling, Pure-Shear, Von Misses

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.10 No.2, April 26, 2020

  ABSTRACT: The pure shear strength for the all-simply supported plate has not yet been found; what is described as pure shear in that plate, is, in fact, a pure-shear solution for another plate clamped on the “Y-Y” and simply supported on the long side, X-X. A new solution for the simply supported case is presented here and is found to be only 60-percent of the currently believed results. Comparative results are presented for the all-clamped plate which exhibits great accuracy. The von Misses yield relation is adopted and through incremental deflection-rating the effective shear curvature is targeted in aspect-ratios. For a set of boundary conditions the Kirchhoff’s plate capacity is finite and invariant for bending, buckling in axial and pure-shear and in vibration.