Unsymmetrical Buckling of Thin Shallow Spherical Shells

Abstract

A theoretical study of buckling of clamped shallow spherical shells under uniform external pressure is presented. For sufficiently large deflection, deformations of such shells are not proportional to the applied pressure. The shell deforms axisymmetrically under sufficiently low pressure. The problem of axisymmetrical snapping has been solved by different numerical methods and the results agree with each other. The buck ling pressures obtained in such a manner are too high as compared with experimental results ob tained in References. Initial imperfections of the shell and unsymmetrical buckling are presumed to be the sources of this discrepancy between axisymmetrical buckling theory and experiment.

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Document Details

Document Type
Technical Report
Publication Date
Mar 01, 1963
Accession Number
AD0409599

Entities

People

  • Nai-chien Huang

Organizations

  • Harvard University

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Boundaries
  • Boundary Layer
  • Buckling
  • Deflection
  • Difference Equations
  • Differential Equations
  • Digital Computers
  • Displacement
  • Equations
  • Geometry
  • Layers
  • Linear Differential Equations
  • Military Research
  • Nonlinear Differential Equations
  • Thickness
  • United States
  • Variational Principles

Readers

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