LOADING AND UNLOADING SOLUTIONS FOR AN ELASTIC/PLASTIC ANNULAR PLATE IN THE STATE OF PLANE STRESS UNDER COMBINED PRESSURE AND COUPLE

Abstract

A detailed analysis is presented of the axisymmetric deformation of elastic/plastic circular annular plates in the state of plane stress under combined pressure and couple (due to circumferential shear) at the inner boundary. With the use of Tresca's loading function and itsASSOCIATED FLOW RULES, THE RESULTS OBTAINED INCLUDE COMPLETE ELASTIC/PERFECTLY PLASTIC SOLUTIONS DURING BOTH LOADING AND UNLOADING, AND COMPLETE WORKHARDENING SOLUTIONS DURING LOADING WITH ISOTROPIC AND WITH KINEMATIC HARDENING. The major portion of the paper deals with the unloading problem which requires two new solutions (in addition to the usual elastic unloading solution) in order to cover the full range of load programs including those with one load parameter increasing and the other decreasing. Several novel features of this combined load problem are discussed and illustrated through numerical ex mples. (Author)

Document Details

Document Type
Technical Report
Publication Date
Apr 01, 1961
Accession Number
AD0263054

Entities

People

  • R.m. Naghdi
  • R.p. Nordgren

Organizations

  • University of California, Berkeley

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Axisymmetric
  • Boundaries
  • Hardening
  • Loading (Handling)
  • Unloading

Fields of Study

  • Engineering

Readers

  • Mechanical Engineering/Mechanics of Materials.
  • Structural Dynamics.