Buckling of tube-like shells filled with other material under uniform axial compression

Kounadis, AN; Lignos, XA

dc.contributor.author	Kounadis, AN	en
dc.contributor.author	Lignos, XA	en
dc.date.accessioned	2014-03-01T01:49:46Z
dc.date.available	2014-03-01T01:49:46Z
dc.date.issued	2000	en
dc.identifier.issn	0141-0296	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/25916
dc.subject	buckling	en
dc.subject	cylindrical shell	en
dc.subject	steel tube filled with soft material	en
dc.subject	hoop stresses	en
dc.subject.classification	Engineering, Civil	en
dc.title	Buckling of tube-like shells filled with other material under uniform axial compression	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	2000	en
heal.abstract	Symmetrical buckling of steel tube-like shell structures fully filled with a softer material is considered. Such a compound cross-section, after assuming complete condensation of the contained material, is subjected to uniform axial compression by means of two rigid end plates. We further assume simple boundary conditions on both ends with zero radial displacements. The proposed solution allows establishment of the effect of hoop stresses on the load-carrying capacity of the filled tube. (C) 2000 Elsevier Science Ltd. All rights reserved.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	ENGINEERING STRUCTURES	en
dc.identifier.isi	ISI:000086655000007	en
dc.identifier.volume	22	en
dc.identifier.issue	8	en
dc.identifier.spage	961	en
dc.identifier.epage	967	en