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Title: | Lateral torsional buckling of thin-walled beams subject to bending about the minor axis |
Authors: | Buhagiar, Spiridione Chapman, J. C. Dowling, P. J. |
Keywords: | Materials -- Analysis Building, Iron and steel -- Design and construction Thin-walled structures |
Issue Date: | 1994 |
Publisher: | The Structural Engineer |
Citation: | Buhagiar, D., Chapman, J. C., & Dowling, P. J. (1994). Lateral torsional buckling of thin-walled beams subject to bending about the minor axis. The Structural Engineer, 72, 93-93. |
Abstract: | It is commonly assumed that lateral torsional buckling about the minor axis does not occur, and this assumption is adopted by BS 5950. This paper demonstrates that this is not in general true for thin-walled channel sections. It has been shown5 that Young 'S equation for the buckling ($imperfect columns could be applied separately to the rotation and translation of torsionally buckling struts to describe correctly the stress distribution in the strut and hence to find the axial force that causes vield; failure follows shortly thereafter. In this paper the same method is applied to find the lateral torsional buckling resistance of members subject to uniform bending. |
URI: | https://www.um.edu.mt/library/oar/handle/123456789/96620 |
Appears in Collections: | Scholarly Works - FacBenCSE |
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File | Description | Size | Format | |
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Lateral torsional buckling of thin-walled beams subject to bending about the minor axis.pdf Restricted Access | 814.86 kB | Adobe PDF | View/Open Request a copy |
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