The Buckling Pressure of an Elastic Plate Floating on Water and Stressed Uniformly along the Periphery of an Internal Hole,

Abstract

The analytical solution and the numerical study of the eigenvalue problem for determining the buckling pressure of an infinite elastic plate floating on water and stressed uniformly along the periphery of an internal hole is presented. The boundary conditions considered are the clamped-, simple-, and free-edge conditions. Small buckling pressure occurs only for the free-edge condition. The shape of the deflection for the free-edge condition suggests that buckling is an important mechanism of failure. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Jun 01, 1978
Accession Number
ADA056585

Entities

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  • Shunsuke Takagi

Organizations

  • Cold Regions Research and Engineering Laboratory

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  • Air Platforms
  • C4I

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  • Asymptotic Series
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  • Civil Engineering
  • Cold Regions
  • Complex Variables
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  • Contour Integrals
  • Differential Equations
  • Engineering
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  • Equations
  • Failure Mode And Effect Analysis
  • Hypergeometric Functions
  • Mathematical Analysis
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  • Two Dimensional

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