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TECHNICAL PAPERS

Isotropic Clamped-Free Thin Annular Circular Plate Subjected to a Concentrated Load

[+] Author and Article Information
Ajayi O. Adewale

Department of Mechanical Engineering, University of North Florida, Jacksonville, FL 32224aadewale@unf.edu

J. Appl. Mech 73(4), 658-663 (Oct 07, 2005) (6 pages) doi:10.1115/1.2165235 History: Received June 08, 2005; Revised October 07, 2005

The problem of an isotropic annular plate clamped along one edge and free at the other and subjected to a concentrated load is solved by a series approximation. The continuity conditions of deflection, slope, shear and radial moments at the radius of load application are satisfied. Variations of deflection coefficient, radial moment coefficients and shear coefficients with radius and angle are presented.

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Copyright © 2006 by American Society of Mechanical Engineers
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Figures

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Figure 1

Annular circular plate subjected to a concentrated load

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Figure 2

Variation of deflection coefficient versus r[θ=0,b=(a+c)∕2]

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Figure 3

Variation of radial moment coefficient versus r[θ=0,b=(a+c)∕2]

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Figure 4

Variation of shear moment coefficient versus r[θ=0,b=(a+c)∕2]

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Figure 5

Variation of deflection coefficient versus θ[r=a+c)∕2,b=(a+c)∕2]

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