Local Dynamic Buckling of C-Shape Profile Subjected to Bending

dc.contributor.authorUrbaniak, Mariusz
dc.contributor.authorKubiak, Tomasz
dc.date.accessioned2020-12-17T10:49:04Z
dc.date.available2020-12-17T10:49:04Z
dc.date.issued2011
dc.description.abstractThis paper deals with local dynamic buckling of thin-walled girder segments (short beam-columns) subjected to bending. Various shapes of pulse loading (triangle, trapezoid and rectangle) with a duration corresponding to the fundamental period of vibration were taken into account. Assumed boundary conditions correspond to a simple support, this agrees with conditions that exist in the place of the diaphragm in a long spar. The problem was solved by finite element method. In order to determine the critical load pulse amplitudes Volmir, Budiansky-Hutchinson, Ari-Gur and Simonetta criteria were employed.en_EN
dc.identifier.citationMechanics and Mechanical Engineering, Vol. 15, No. 2, 2011, s. 133-148
dc.identifier.issn1428-1511
dc.identifier.urihttp://hdl.handle.net/11652/3121
dc.language.isoenen_EN
dc.publisherWydawnictwo Politechniki Łódzkiej ; Katedra Dynamiki Maszyn - Wydział Mechaniczny Politechniki Łódzkiejpl_PL
dc.publisherLodz University of Technology Press ; Department Division of Dynamics - Faculty of Mechanical Engineeringen_EN
dc.relation.ispartofseriesMechanics and Mechanical Engineering, Vol. 15, No. 2, 2011
dc.subjectthin-walled structuresen_EN
dc.subjectdynamic bucklingen_EN
dc.subjectpulse loadingen_EN
dc.subjectC-shape girdersen_EN
dc.subjectkonstrukcje cienkościennepl_PL
dc.subjectwyboczenie dynamicznepl_PL
dc.subjectobciążenie impulsowepl_PL
dc.subjectdźwigary w kształcie litery Cpl_PL
dc.titleLocal Dynamic Buckling of C-Shape Profile Subjected to Bendingen_EN
dc.typeartykułpl_PL
dc.typearticleen_EN

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