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Buckling of Standing Vertical Plates Under Body Forces

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 2
Page(s): 151-161
DOI: 10.1142/s0219455402000531
Abstract:

This paper is concerned with the elastic buckling problem of vertical plates under body forces/selfweight. The vertical plate is either clamped or simply supported at its bottom edge while its top edge is free. The two sides of the plate may either be free, simply supported or clamped. For plates with simply supported sides, exact critical buckling solutions are derived using the Levy approach. For other boundary conditions, accurate buckling solutions are obtained for very wide plates to very tall plates using the Ritz method.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455402000531.
  • About this
    data sheet
  • Reference-ID
    10353333
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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