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.
Recommended Citation
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 https://doi.org/10.1115/1.3408908
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)
International Standard Serial Number (ISSN)
0021-8936
Document Type
Article - Journal
Document Version
Citation
File Type
text
Language(s)
English
Rights
© 1971 American Society of Mechanical Engineers (ASME), All rights reserved.
Publication Date
01 Jan 1971
