Affiliation:
1. Division of Applied Mechanics, University of California, Berkeley, Calif.
Abstract
This paper, in the main, contains a general solution for a viscoelastic-plastic hollow circular cylinder under internal pressure and in the state of plane strain. The medium is assumed to be isotropic and homogeneous, and the constitutive equations used are a special case of those given in [1]. Solutions for both loading and unloading from a viscoelastic-plastic state are considered, and numerical results are obtained for the specific case of an incompressible cylinder under a step pressure. Also discussed briefly is the torsion of a viscoelastic-plastic cylinder, the solution of which is again illustrated by a numerical example.
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Cited by
33 articles.
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