THE BUCKLING OF DISCRETELY STIFFENED CONICAL SHELLS,

Abstract

The buckling of stiffened conical shells is analyzed by an approach in which the stiffeners are considered as linear discontinuities represented by the Dirac delta function. Donnell-type stability equations for discretely stiffened conical shells are obtained and solved for simple supports by displacements similar to those used for unstiffened conical shells. (Author)

Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1968
Accession Number
AD0678062

Entities

People

  • Josef Singer
  • Rafael Haftka

Organizations

  • Technion – Israel Institute of Technology

Tags

DTIC Thesaurus Topics

  • Buckling
  • Complex Variables
  • Delta Functions
  • Discontinuities
  • Displacement
  • Equations
  • Functions (Mathematics)
  • Mathematical Analysis
  • Mathematics

Fields of Study

  • Physics

Readers

  • Structural Dynamics.