Finite elements for post-buckling analysis. II—Application to composite plate assemblies

Barbero, E; Raftoyiannis, I; Godoy, L

dc.contributor.author	Barbero, E	en
dc.contributor.author	Raftoyiannis, I	en
dc.contributor.author	Godoy, L	en
dc.date.accessioned	2014-03-01T01:43:09Z
dc.date.available	2014-03-01T01:43:09Z
dc.date.issued	1995	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/24064
dc.subject	Critical Loads	en
dc.subject	Finite Element	en
dc.subject	Finite Element Method	en
dc.subject	Linear Elasticity	en
dc.subject	Parametric Study	en
dc.subject	Stability Analysis	en
dc.title	Finite elements for post-buckling analysis. II—Application to composite plate assemblies	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0045-7949(94)00573-L	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0045-7949(94)00573-L	en
heal.publicationDate	1995	en
heal.abstract	In a companion paper the authors presented a convenient formulation for the stability analysis of structures using the finite element method. The main assumptions are linear elasticity, a linear fundamental path and the existence of distinct critical loads. The formulation developed is known as the W-formulation, where the energy is written in terms of a sliding set of incremental coordinates	en
heal.journalName	Computers & Structures	en
dc.identifier.doi	10.1016/0045-7949(94)00573-L	en