Buckling Of The Stiffened Flange Of The Thin-Walled Member At Longitudinal Stress Variation

Buckling of the stiffened flange of a thin-walled member is reduced to the buckling analysis of the cantilever plate, elastically restrained against rotation, with the free edge stiffener, which is susceptible to deflection. Longitudinal stress variation is taken into account using a linear function...

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Bibliographic Details
Main Author: Szychowski A.
Format: Article
Language:English
Published: Polish Academy of Sciences 2015-09-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0031/ace-2015-0031.xml?format=INT