ELASTIC AND PLASTIC BEHAVIOR OF CYLINDRICAL SHELLS UNDER DYNAMIC LOADS BASED ON ENERGY CRITERIA

Abstract

A theory for the dynamic elasto-plastic deformations of thin shells is presented. The deformation is obtained by equating the energy input to the energy absorbed by the structure. Large deflections and strain hardening are considered. The theory is applied to the case of a shell undergoing axially symmetric collapse.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1963
Accession Number
AD0610064

Entities

People

  • Joshua E. Greenspon

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Buckling
  • Collapse
  • Computers
  • Dynamic Loads
  • Dynamic Response
  • Elastic Properties
  • Equations
  • Governments
  • Hardening
  • Integrals
  • Kinetic Energy
  • Modulus Of Elasticity
  • Nonuniform
  • Plastic Deformation
  • Plastic Properties
  • Strain Hardening
  • Stresses

Fields of Study

  • Physics

Readers

  • Structural Dynamics.