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dc.contributor.authorTeter, A.
dc.contributor.authorKołakowski, Zbigniew
dc.date.accessioned2015-06-24T12:38:28Z
dc.date.available2015-06-24T12:38:28Z
dc.date.issued2012
dc.identifier.citationStability of Structures. XIII-th Symposium. Zakopane, September, 17-21, 2012. Proceedings, pages 337-346pl_PL
dc.identifier.urihttp://hdl.handle.net/11652/681
dc.description.abstractIn this paper the analysis of the damping behaviour of thin-walled composite columns with open stiffened cross-sections subjected to in-plane pulse loading is described. The pulse loading of a rectangular shape is concerned. The discussed problem of the dynamic interactive buckling is solved by the analytical-numerical method (ANM) using the Koiter’s perturbations method. A critical value of the dynamic load factors is determined according to the Budiansky-Hutchinson’s criterion for different value of the viscous damping ratio. The detailed calculations confirm that small damping does not affect the dynamic response of the thin-walled composite columns under the impact in-plane loading.en_EN
dc.language.isoenpl_PL
dc.publisherPolitechnika Łódzka. Katedra Wytrzymałości Materiałów i Konstrukcji.pl_PL
dc.relation.ispartofStability of Structures. XIII-th Symposium. Zakopane, September, 17-21, 2012. Proceedings.en_EN
dc.subjectcienkościenne koolumnypl_PL
dc.subjectdynamiczne interaktywne wyboczeniepl_PL
dc.subjectmetoda analityczno-numerycznapl_PL
dc.subjectobciążenie dynamicznepl_PL
dc.titleDamping behaviour of thin-walled composite columns under impact in-plane loadingen_EN
dc.typeArtykułpl_PL


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