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Explicit Determination of Pinned–Pinned Beams with a Finite Number of Given Buckling Loads

Author(s):


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 18
Page(s): 1850018
DOI: 10.1142/s0219455418500189
Abstract:

We present an analytical procedure for the exact, explicit construction of Euler–Bernoulli beams with given values of the first [Formula: see text] buckling loads. The result is valid for pinned–pinned (P–P) end conditions and for beams with regular bending stiffness. The analysis is based on a reduction of the buckling problem to an eigenvalue problem for a vibrating string, and uses recent results on the exact construction of Sturm–Liouville operators with prescribed natural frequencies.

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/s0219455418500189.
  • About this
    data sheet
  • Reference-ID
    10352283
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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