Post-buckling problems for long elastic beams

Lazopoulos, KA

dc.contributor.author	Lazopoulos, KA	en
dc.date.accessioned	2014-03-01T01:19:26Z
dc.date.available	2014-03-01T01:19:26Z
dc.date.issued	2003	en
dc.identifier.issn	0001-5970	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/15491
dc.subject	Multiple Scales	en
dc.subject	Perturbation Method	en
dc.subject.classification	Mechanics	en
dc.subject.other	Delamination	en
dc.subject.other	Mathematical models	en
dc.subject.other	Nonlinear equations	en
dc.subject.other	Probability density function	en
dc.subject.other	Strain	en
dc.subject.other	Structural analysis	en
dc.subject.other	Thin films	en
dc.subject.other	Buckling behavior	en
dc.subject.other	Elastic beams	en
dc.subject.other	Gradient strain beam model	en
dc.subject.other	Post-buckling problems	en
dc.subject.other	Strain energy density function	en
dc.subject.other	Elasticity	en
dc.title	Post-buckling problems for long elastic beams	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/s00707-003-0023-8	en
heal.identifier.secondary	http://dx.doi.org/10.1007/s00707-003-0023-8	en
heal.language	English	en
heal.publicationDate	2003	en
heal.abstract	Summary. A gradient strain beam model is proposed for studying the buckling behavior of thin structures, such as films and long beams supported on a rigid foundation. Since conventional methods hardly help in studying those problems, the multiple scales perturbation method is recalled yielding a localized solution.	en
heal.publisher	SPRINGER-VERLAG WIEN	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/s00707-003-0023-8	en
dc.identifier.isi	ISI:000186077600005	en
dc.identifier.volume	164	en
dc.identifier.issue	3-4	en
dc.identifier.spage	189	en
dc.identifier.epage	198	en