Local buckling and deformation capacity of tubes in steel structures

dc.creator	Gresnigt, A. M.	en
dc.creator	Karamanos, S. A.	en
dc.date.accessioned	2015-11-23T10:29:12Z
dc.date.available	2015-11-23T10:29:12Z
dc.date.issued	2008
dc.identifier.isbn	9780415475945
dc.identifier.uri	http://hdl.handle.net/11615/28214
dc.description.abstract	In this paper, the focus is on local buckling limits after yielding of the cross section (plastic buckling). This is in contrast to thin cylindrical shells, where local buckling occurs at stresses below the yield stress (elastic buckling-the main focus of ECCS TWG 8.4). A survey of available test results and differences in various design standards is given. Reasons for the scatter found in experiments are identified. There is a need for more harmonisation in design standards, focusing on the practical needs for each application. © 2008 Taylor & Francis Group, London.	en
dc.source.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-74549211920&partnerID=40&md5=9d8ee5fc6fbf2840d846fa58ab1bc0f1
dc.subject	Cross section	en
dc.subject	Deformation capacity	en
dc.subject	Design standard	en
dc.subject	Elastic buckling	en
dc.subject	Local buckling	en
dc.subject	Plastic buckling	en
dc.subject	Test results	en
dc.subject	Thin cylindrical shell	en
dc.subject	Cylinders (shapes)	en
dc.subject	Yield stress	en
dc.subject	Buckling	en
dc.title	Local buckling and deformation capacity of tubes in steel structures	en
dc.type	conferenceItem	en

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