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The Lateral Buckling of Simply Supported Unrestrained Bisymetric I-Shape Beams

Author(s):
Medium: journal article
Language(s): en 
Published in: Archives of Civil Engineering, , n. 4, v. 61
Page(s): 127-140
DOI: 10.1515/ace-2015-0040
Abstract:

The analytical approach is used for checking the stability of laterally unrestrained bisymmetric beams. The stability equations for simply supported beams are solved approximately using the Bubnov-Galerkin method [4]. The lateral buckling moment depends on bending distribution and on the load height effect. Each of applied concentrated and distributed loads, may have arbitrary direction and optional coordinate for the applied force along the cross section’s height. Derived equations allow for simple, yet fast control of lateral buckling moment estimated by FEM [15].

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: 10.1515/ace-2015-0040.
  • About this
    data sheet
  • Reference-ID
    10476883
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020