A Consistent Theory for the Elastic-Plastic Stability of an Annular Plate under Inner Tension,
Abstract
An annular plate is subjected to an in-plane tensile loading at its inner edge. The plate is made of an elastic/plastic material which satisfies the Tresca yield criterion with linear isotropic hardening. The buckling load at which an out-of-plane deformation first becomes possible is found for a wide range of plate and hardening parameters. Depending upon the values of these parameters, buckling may occur in the elastic, elastic-plastic, or fully plastic stage of the in-plane deformation. (Author)
Document Details
- Document Type
- Technical Report
- Publication Date
- Jan 01, 1968
- Accession Number
- AD0743503
Entities
People
- Philip G. Hodge Jr.
- Ralph F. Foral
Organizations
- University of Minnesota