Flexure of Symmetrically Loaded Circular Plates Including the Effect of Transverse Shear
Mindlin's linear shear-deformation theory of moderately thick elastic isotropic plates is applied to axially symmetric deformations of uniform circular plates with static loads. The flexural equilibrium equations are solved for 12 specific cases of loading and boundary conditions. The solutions and numerical results are presented in nondimensional form.
G. J. Perakatte and T. F. Lehnhoff, "Flexure of Symmetrically Loaded Circular Plates Including the Effect of Transverse Shear," Journal of Applied Mechanics, American Society of Mechanical Engineers (ASME), Jan 1971.
The definitive version is available at http://dx.doi.org/10.1115/1.3408908
Mechanical and Aerospace Engineering
Keywords and Phrases
Shear (Mechanics); Bending (Stress); Plates (Structures); Boundary-Value Problems; Equations; Shear Deformation; Deformation; Stress; Equilibrium (Physics)
Article - Journal
© 1971 American Society of Mechanical Engineers (ASME), All rights reserved.