EFFECTS OF INTERNAL PRESSURE ON THE BUCKLING OF CIRCULAR CYLINDRICAL SHELL UNDER BENDING,

Abstract

The effect of internal pressure on the stability of thin walled cylinders under pure bending is investigated by means of modified Donnell equation. The results indicate that, unlike the results for the case of pressurized cylinders under compression, the critical maximum compression stress due to bending increases with internal pressure. The theoretically predicted increases are much less, however, than those obtained experimentally. (Author)

Document Details

Document Type
Technical Report
Publication Date
May 01, 1961
Accession Number
AD0607550

Entities

People

  • V. Weingarten

Organizations

  • TRW Inc.

Tags

DTIC Thesaurus Topics

  • Buckling
  • Compression
  • Equations
  • Failure (Mechanics)
  • Internal Pressure

Fields of Study

  • Physics

Readers

  • Structural Dynamics.