Lateral-Torsional Buckling of Beams Elastically Restrained Against Warping at Supports

Lateral-Torsional Buckling of Beams Elastically Restrained Against Warping at Supports

The study presents the results of theoretical investigations into lateral torsional buckling (LTB) of bi-symmetric I-beams, elastically restrained against warping at supports. Beam loading schemes commonly used in practice are taken into account. The whole range of stiffness of the support joints, f...

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Bibliographic Details
Main Authors: Piotrowski R., Szychowski A.
Format: Article
Language:English
Published: Sciendo 2015-12-01
Series:Archives of Civil Engineering
Subjects:
critical moment for lateral torsional buckling (LTB)
elastic end section restraint against warping
end-plates
the energy method
power polynomials
Online Access:http://www.degruyter.com/view/j/ace.2015.61.issue-4/ace-2015-0042/ace-2015-0042.xml?format=INT

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http://www.degruyter.com/view/j/ace.2015.61.issue-4/ace-2015-0042/ace-2015-0042.xml?format=INT

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