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

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

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...

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Bibliographic Details
Main Author:	Bijak R.
Format:	Article
Language:	English
Published:	Polish Academy of Sciences 2015-12-01
Series:	Archives of Civil Engineering
Subjects:	lateral buckling moment simply supported beams with free warping bisymmetric I-shaped beams analytical solution
Online Access:	http://www.degruyter.com/view/j/ace.2015.61.issue-4/ace-2015-0040/ace-2015-0040.xml?format=INT

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