Research Article
Jun 1969
A Path Criterion for Deformation Plasticity Theory
Publication: Journal of the Engineering Mechanics Division
Volume 95, Issue 3
Abstract
A loading path criterion is presented for total strain (or deformation) theory of plasticity based upon the associated loading function of Sanders. The considered state of stress is that corresponding to three-dimensional axisymmetric or plane strain problems. A simple geometric transformation of the yield surfaces enables the establishment of an analytic condition for determining the acceptability of stress paths predicted by the Hencky-Nadai total strain equations. The criterion is shown to be satisfied throughout the loading history of a longitudinally constrained, thermally loaded bar. A stiffness matrix iteration method is employed in the numerical solution.
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Published In
Journal of the Engineering Mechanics Division
Volume 95 • Issue 3 • June 1969
Pages: 747 - 762
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: Jun 1969
Published online: Feb 3, 2021
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Authors
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Kerry S. Havner, M.ASCE
Assoc. Prof. of Civil Engrg., North Carolina State Univ. at Raleigh; Formerly Sect. Chief, Solid Mech. Res., Adv. Struct./Mech. Dept., McDonnell Douglas Astronautics Co., Western Div., Santa Monica, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.