Computation of Thin-Walled Cross-Section Resistance to Local Buckling with the Use of the Critical Plate Method
Thin-walled bars currently applied in metal construction engineering belong to a group of members, the cross-section res i stance of which is affected by the phenomena of local or distortional stability loss. This results from the fact that the cross-section of such a bar consists of slender-plate e...
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| Materialtyp: | Artigo |
| Språk: | Inglês |
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Polish Academy of Sciences
2016-06-01
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| Serie: | Archives of Civil Engineering |
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| Länkar: | http://www.degruyter.com/view/j/ace.2016.62.issue-2/ace-2015-0077/ace-2015-0077.xml?format=INT |
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