0
RESEARCH PAPERS

Elastic-Plastic Plane-Strain Solutions With Separable Stress Fields

[+] Author and Article Information
D. B. Bogy

Applied Mechanics Division, University of California, Berkeley, Calif.

J. Appl. Mech 36(3), 528-532 (Sep 01, 1969) (5 pages) doi:10.1115/1.3564712 History: Received January 16, 1969; Revised April 23, 1969; Online September 14, 2011

Abstract

A stress field σij (χ, t) depending on position χ and time t will be called separable if the time-dependence enters only through a scalar multiplier; i. e., if

σij(χ, t)=s(χ, t)σ̂ij(χ).
It is shown here that elastic-plastic plane-strain solutions in the infinitesimal (flow) theory of plasticity satisfying Tresca’s yield criterion and associated flow rule with linear isotropic hardening, based on either equivalent plastic strain or total plastic work, can occur with separable stress fields only in the following instances: (a) solutions with uniaxial stress fields, as in bending, (b) solutions with stress fields such that the entire domain changes from elastic to plastic at the same time, and (c) solutions with stress fields for which the elastic-plastic boundary coincides with a principal shear stress trajectory. Whether or not a plasticity solution has a separable stress field can be determined a priori by examining the corresponding elasticity solution.

Copyright © 1969 by ASME
Your Session has timed out. Please sign back in to continue.

References

Figures

Tables

Errata

Discussions

Some tools below are only available to our subscribers or users with an online account.

Related Content

Customize your page view by dragging and repositioning the boxes below.

Related Journal Articles
Related eBook Content
Topic Collections

Sorry! You do not have access to this content. For assistance or to subscribe, please contact us:

  • TELEPHONE: 1-800-843-2763 (Toll-free in the USA)
  • EMAIL: asmedigitalcollection@asme.org
Sign In