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TECHNICAL PAPERS

Large Axisymmetric Deformations of Elastic/Plastic Perforated Circular Plates

[+] Author and Article Information
D. Wu

Ford Motor Company, Dearborn, MI 48124-4091

J. Peddieson

Department of Mechanical Engineering, Tennessee Technological University, Cookeville, TN 38505

G. R. Buchanan

Civil and Environmental Engineering, Tennessee Technological University, Cookeville, TN 38505

S. G. Rochelle

Eastman Chemical Company, Kingsport, TN 37662

J. Pressure Vessel Technol 125(4), 357-364 (Nov 04, 2003) (8 pages) doi:10.1115/1.1613300 History: Received May 18, 2001; Revised March 21, 2003; Online November 04, 2003
Copyright © 2003 by ASME
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References

Figures

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Load versus central deflection, comparison of average of data for seven tests (* ) with elastic/plastic simulation (–) (1 psi=6895 n/m2,1 in=0.0254 m)
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Geometry and coordinate system
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Unaxial stress/strain diagram based on Eqs. (7, 14, and 15)
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Equivalent Young’s modulus vs. perforated plate area fraction
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Load versus central deflection (304 stainless steel; 1 psi=6895 N/m2,1 in=0.0254 m)
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Load versus central deflection (304 stainless steel; 1 psi=6895 N/m2,1 in=0.0254 m)
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Axial displacement profiles (305 stainless steel; 1 in=0.0254 m)
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Radial normal stress profiles (305 stainless steel; 1 in=0.0254 m,1 psi=6895 N/m2)
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Radial moment resultant profiles (305 stainless steel; 1 lb=4.448 N,1 in.=0.0254 m)

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