ELASTIC-PLASTIC ANALYSIS OF CENTRALLY CLAMPED ANNULAR PLATES UNDER UNIFORM LOADS,

Abstract

The elastic-plastic behavior of centrally clamped annular plates under uniform pressure load is investigated within the scope of small deflectionng theory of plates. An elastic-perfectly plastic relation between bending moment and curva ture is assumed, together with the Tresca yield condition and associated flow law. Nondimensional equations are developed for the deformations and stress distribution up to collapse. Numerical examples illustrate the development and progress of elastic and plastic regions within the plate, and the change in deflected shape with load. (Author)

Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1962
Accession Number
AD0411922

Entities

People

  • Francis W. French

Organizations

  • MITRE Corporation

Tags

DTIC Thesaurus Topics

  • Bending Moments
  • Collapse
  • Equations
  • Failure (Mechanics)
  • Pressure Distribution

Readers

  • Structural Dynamics.