Effect of shear deformations due to bending and warping on the buckling resistances of thin-walled steel beams

The present paper successfully develops a closed form solution based on a shear deformation theory for elastic lateral-torsional buckling analyses of simply supported thin-walled steel beams. The theory captures the shear effects caused by transverse bending, lateral bending and warping deformations...

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Bibliographic Details
Main Authors: Bui Tien THANH, Tien Nguyen DUY, Pham Van PHE
Format: Article
Language:English
Published: Mouloud Mammeri University of Tizi-Ouzou 2022-12-01
Series:Journal of Materials and Engineering Structures
Subjects:
Online Access:https://revue.ummto.dz/index.php/JMES/article/view/3294