Piscopo, V. (2010) Buckling Analysis of Rectangular Plates under the Combined Action of Shear and Uniaxial Stresses. World Academy of Science, Engineering and Technology. International Journal of Mechanical and Mechatronics Engineering, 4, 10.

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.