Title

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

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.

Department(s)

Mechanical and Aerospace Engineering

Keywords and Phrases

Shear (Mechanics); Bending (Stress); Plates (Structures); Boundary-Value Problems; Equations; Shear Deformation; Deformation; Stress; Equilibrium (Physics)

Document Type

Article - Journal

Document Version

Citation

File Type

text

Language(s)

English

Rights

© 1971 American Society of Mechanical Engineers (ASME), All rights reserved.


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