On Thick-Walled Cylinder Under Internal Pressure

[+] Author and Article Information
W. Zhao, R. Seshadri

Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St. John’s, NF, Canada, A1B 3X5

R. N. Dubey

Department of Mechanical Engineering, University of Waterloo, Waterloo, ON, Canada, N2L 3G1

J. Pressure Vessel Technol 125(3), 267-273 (Aug 01, 2003) (7 pages) doi:10.1115/1.1593082 History: Received March 13, 2003; Revised May 06, 2003; Online August 01, 2003
Copyright © 2003 by ASME
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Cylinder geometry and load conditions: a two domains model; b finite domains model
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Bilinear stress strain behavior
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Three domains piecewise linearization of stress strain law
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Generalization of stress strain law for finite domains
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Internal pressure versus elastic-plastic interface
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Hoop, radial, and axial stress (elastic-plastic tubes with both ends closed)
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Residual stress distributions of different overstrain percentage (closed end)
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Equivalent residual stress distribution of different overstrain percentage (closed end)
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Limit load versus wall thickness ratio comparison with lower bound method




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