AN ELASTIC-PLASTIC ANALYSIS OF A THIN-WALLED CIRCULAR CYLINDER UNDER AXIALLY SYMMETRIC LOADING

Abstract

An analysis is presented of the deformation of a thin-walled circular cylinder under axially symmetric loading. The yield criteria of Mises and Tresca are both applied to the case where the load is greater than an amount which will cause yielding in a section of the wall, i.e., a section f the wall is in a plastic state while t e rest is in an elastic state.

Document Details

Document Type
Technical Report
Publication Date
May 01, 1961
Accession Number
AD0260164

Entities

People

  • A.c. Eringen
  • A.l. Jones
  • M.m. Stanistic

Tags

Fields of Study

  • Engineering

Readers

  • Structural Dynamics.