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Explicit Solutions for the Stability of No-Tension Beam-Columns

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 3
Page(s): 195-213
DOI: 10.1142/s0219455403000823
Abstract:

This work concerns the stability of rectangular cross-sectional piles made of a no-tension material and subjected to an axial load acting at the extremities within the middle third of the cross section. The resulting differential equations are solved, and an explicit relation between the load and a suitable deformability parameter obtained.

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/s0219455403000823.
  • About this
    data sheet
  • Reference-ID
    10353296
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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