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Buckling loads of columns of regular polygon cross-section with constant volume and clamped ends

Author(s):


Medium: journal article
Language(s): English
Published in: Electronic Journal of Structural Engineering, , v. 2
Page(s): 76-84
DOI: 10.56748/ejse.226
Abstract:

A numerical method is developed for calculating the buckling loads of tapered columns of regular polygon cross-section with constant volume and both clamped ends. The linear, parabolic and sinusoidal tapers are considered in numerical examples. From the numerical results, the strongest columns by the taper types and side numbers of regular polygon cross-sections are identified.

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: 10.56748/ejse.226.
  • About this
    data sheet
  • Reference-ID
    10778952
  • Published on:
    12/05/2024
  • Last updated on:
    12/05/2024
 
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