Determination of Critical Distortional Buckling Load for Thin-Walled C Steel Section

Abstract:

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The differential equations about distortional buckling are established according to the distortional buckling mode of cold-formed thin-walled C steel on the lateral and vertical loads. The formula of critical moment is obtained according to the differential equations of bending. This formula can calculate the critical moment if the properties of the section of C steel are given.

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Edited by:

Lijuan Li

Pages:

454-459

DOI:

10.4028/www.scientific.net/AMR.163-167.454

Citation:

C. S. Bao et al., "Determination of Critical Distortional Buckling Load for Thin-Walled C Steel Section", Advanced Materials Research, Vols. 163-167, pp. 454-459, 2011

Online since:

December 2010

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Price:

$35.00

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