A closed form solution for the static analysis of continuous skew-curved beams

Panayotounakos, DE; Theocaris, PS

dc.contributor.author	Panayotounakos, DE	en
dc.contributor.author	Theocaris, PS	en
dc.date.accessioned	2014-03-01T01:05:47Z
dc.date.available	2014-03-01T01:05:47Z
dc.date.issued	1980	en
dc.identifier.issn	0001-5970	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/8996
dc.subject	Closed Form Solution	en
dc.subject	Degree of Freedom	en
dc.subject	Static Analysis	en
dc.subject.classification	Mechanics	en
dc.subject.other	BEAMS AND GIRDERS	en
dc.title	A closed form solution for the static analysis of continuous skew-curved beams	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF01441243	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF01441243	en
heal.language	English	en
heal.publicationDate	1980	en
heal.abstract	Based on the principle of superposition, the closed form solution for the static analysis of a continuous skew-curved beam in the most general case of response and loading is presented. Each differential element of the centroidal axis of the beam is given six degrees of freedom: three translations and three rotations. Three internal forces and three internal moments are assumed to act at each point of the centroidal axis of the beam. Finally, the correctness of the method is shown through an application to a special case of a continuous skew-curved beam. © 1980 Springer-Verlag.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/BF01441243	en
dc.identifier.isi	ISI:A1980KB33200005	en
dc.identifier.volume	37	en
dc.identifier.issue	1-2	en
dc.identifier.spage	53	en
dc.identifier.epage	64	en