Flexural-torsional elasto-plastic buckling in flat stiffened plating using dynamic relaxation. Part 1: Theory

Caridis, PA; Frieze, PA

dc.contributor.author	Caridis, PA	en
dc.contributor.author	Frieze, PA	en
dc.date.accessioned	2014-03-01T01:39:24Z
dc.date.available	2014-03-01T01:39:24Z
dc.date.issued	1988	en
dc.identifier.issn	02638231	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/22763
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0024140424&partnerID=40&md5=1cf3727239ac65265546251241f78d28	en
dc.subject.other	Beams and Girders--Deflection	en
dc.subject.other	Kinematics--Mathematical Models	en
dc.subject.other	Mathematical Techniques--Finite Difference Method	en
dc.subject.other	Dynamic Relaxation	en
dc.subject.other	Elasto-plastic Buckling	en
dc.subject.other	Flat Stiffened Plating	en
dc.subject.other	Lateral-Torsional Behavior	en
dc.subject.other	Plates	en
dc.title	Flexural-torsional elasto-plastic buckling in flat stiffened plating using dynamic relaxation. Part 1: Theory	en
heal.type	journalArticle	en
heal.publicationDate	1988	en
heal.abstract	The development of a numerical model describing the large-deflection elasto-plastic behaviour of flat plates and attached flatbar stiffeners including the effects of interaction is described in this paper. The Marguerre large deflection thin plate equations are used to represent both the plate and the stiffener so enabling the lateral-torsional behaviour to be accurately modelled. Complete interaction is achieved by satisfying the full set of equilibrium and kinematic conditions acting along the intersection. © 1988.	en
heal.journalName	Thin-Walled Structures	en
dc.identifier.volume	6	en
dc.identifier.issue	6	en
dc.identifier.spage	453	en
dc.identifier.epage	481	en