Investigation of the problem of a plane axisymmetric cylindrical tube under internal and external pressures

Stampouloglou, IH; Theotokoglou, EE

dc.contributor.author	Stampouloglou, IH	en
dc.contributor.author	Theotokoglou, EE	en
dc.date.accessioned	2014-03-01T01:24:32Z
dc.date.available	2014-03-01T01:24:32Z
dc.date.issued	2006	en
dc.identifier.issn	15691713	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/17317
dc.subject	Analytic solution	en
dc.subject	Linear elasticity	en
dc.subject	Plane axisymmetric tube	en
dc.subject	Pressure	en
dc.subject.other	Elasticity	en
dc.subject.other	Pressure effects	en
dc.subject.other	Stress concentration	en
dc.subject.other	Tensile stress	en
dc.subject.other	Analytic solution	en
dc.subject.other	Axisymmetric cylindrical tubes	en
dc.subject.other	Linear elasticity	en
dc.subject.other	Plane axisymmetric tubes	en
dc.subject.other	Tubes (components)	en
dc.title	Investigation of the problem of a plane axisymmetric cylindrical tube under internal and external pressures	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/s10999-006-9013-z	en
heal.identifier.secondary	http://dx.doi.org/10.1007/s10999-006-9013-z	en
heal.publicationDate	2006	en
heal.abstract	An analysis has been presented in linear elasticity for the investigation of the problem of a plane axisymmetric cylindrical tube under internal and external pressures. Stress concentration coefficients are introduced and the loci where the stress, strain and displacements fields become nul, are determined. Combinations of the lateral loads are studied and the limit values of the thickness of the tube are also examined. Applications are made for a half circle cross-tunnel and for the case of zero tensile stresses at the inner or the outer ring of a cylindrical tube. © Springer Science+Business Media, Inc. 2007.	en
heal.journalName	International Journal of Mechanics and Materials in Design	en
dc.identifier.doi	10.1007/s10999-006-9013-z	en
dc.identifier.volume	3	en
dc.identifier.issue	1	en
dc.identifier.spage	59	en
dc.identifier.epage	71	en