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