Interaction of Pressure, End Load, and Twisting Moment for a Rigid-Plastic Circular Tube

Author:

Panarelli Joseph E.1,Hodge Philip G.1

Affiliation:

1. Illinois Institute of Technology, Chicago, Ill.

Abstract

A thick-walled circular cylinder acted on by pressure, axial end load, and twisting moment is analyzed under the assumption that end effects are negligible. The locus of all load points (interaction surface) for which unaccelerated flow of a perfectly plastic material can occur is found parametrically. Certain special cases are considered and the results compared with those of shell theory.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Plastic collapse of thin-walled elasto-plastic pipes under internal pressure and superposed axial loading;International Journal of Pressure Vessels and Piping;2020-02

2. Schrifttum;Technische Plastomechanik;1979

3. Bursting pressure of thick-walled cylinders subjected to internal and external pressures, axial load and torsion;Experimental Mechanics;1975-06

4. Combined loadings in the theory of plasticity;International Journal of Non-Linear Mechanics;1967-06

5. Statics and dynamics of axially-symmetric plastic flow;Journal of the Mechanics and Physics of Solids;1965-02

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