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Solution of Semi-Inverse Buckling Problems Yields a Flexural Rigidity as a Rational Function

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 3, v. 3
Page(s): 307-334
DOI: 10.1142/s0219455403000914
Abstract:

Novel closed-form solutions for buckling of inhomogeneous columns are reported in this study, utilizing the integral formulation of the problem. Whereas previous closed-form solutions were confined solely to polynomial mode shapes, here the rational functions are postulated as candidate mode shapes. Inhomogeneous column's flexural rigidities are derived as to have the column with specified buckling modes.

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/s0219455403000914.
  • About this
    data sheet
  • Reference-ID
    10353295
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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