A DISPLACEMENT BOUND PRINCIPLE FOR INELASTIC CONTINUA SUBJECTED TO CERTAIN CLASSES OF DYNAMIC LOADING,

Abstract

The paper presents an inequality relating statically admissible stress fields and kinematically admissible displacement fields for continua composed of inelastic materials which obey a postulated criterion of stability. The inequality is used to compute displacement bounds for inelastic continua subjected to certain classes of dynamic loading. (Author)

Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1963
Accession Number
AD0421006

Entities

People

  • J. B. Martin

Organizations

  • Brown University

Tags

DTIC Thesaurus Topics

  • Displacement
  • Inequalities

Readers

  • Finite Element Method (FEM) for solving Partial Differential Equations (PDEs)
  • Mechanical Engineering/Mechanics of Materials.
  • Operations Research