Flexure of Symmetrically Loaded Circular Plates Including the Effect of Transverse Shear

1 December 1971

journal article
Published by ASME International in Journal of Applied Mechanics

Vol. 38 (4) , 1036-1041
https://doi.org/10.1115/1.3408908

Abstract

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.

Keywords

SHEAR (MECHANICS)
BENDING (STRESS)
PLATES (STRUCTURES)
BOUNDARY-VALUE PROBLEMS
EQUATIONS
SHEAR DEFORMATION
DEFORMATION
STRESS
EQUILIBRIUM (PHYSICS)

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