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dc.contributor.authorNallim, Liz G.
dc.contributor.authorOller Martínez, Sergio Horacio
dc.contributor.authorOñate Ibáñez de Navarra, Eugenio
dc.contributor.authorFlores, Fernando Gabriel
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-01-17T16:37:42Z
dc.date.available2019-04-02T00:30:36Z
dc.date.issued2017-03
dc.identifier.citationNallim, L., Oller, S., Oñate, E., Flores, F.G. A hierarchical finite element for composite laminated beams using a refined zigzag theory. "Composite structures", Març 2017, vol. 163, p. 168-184.
dc.identifier.issn0263-8223
dc.identifier.urihttp://hdl.handle.net/2117/99517
dc.description.abstractIn this work a kinematics for laminated beams enriched with a refined formulation ZigZag (RZT), originally presented by Tessler et al. in 2007, introduced in a hierarchical one dimensional type “p” finite element is presented. The finite element employs Lagrange polynomials for the approximation of the degrees of freedom of the ends (nodes) and orthogonal Gram-Schmidt polynomials to the internal degrees of freedoms. This finite element allows a very low discretization, is free of shear locking and behaves very well when the analysis of laminated composites with accurate determination of local stresses and strains at laminar level is necessary. This element has been validated in the analysis of laminated beams with various sequences of symmetric and asymmetric stacking, studying in each case its accuracy and stability.
dc.format.extent17 p.
dc.language.isoeng
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshComposite construction--Mathematical models
dc.subject.otherRefined zigzag theory
dc.subject.otherHierarchical finite element method
dc.subject.otherPRZ element
dc.subject.otherBeam finite element
dc.subject.otherComposite beam
dc.subject.otherLaminated beam
dc.titleA hierarchical finite element for composite laminated beams using a refined zigzag theory
dc.typeArticle
dc.subject.lemacMaterials compostos -- Models matemàtics
dc.contributor.groupUniversitat Politècnica de Catalunya. RMEE - Grup de Resistència de Materials i Estructures en l'Enginyeria
dc.contributor.groupUniversitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.identifier.doi10.1016/j.compstruct.2016.12.031
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S026382231632325X
dc.rights.accessOpen Access
local.identifier.drac19355441
dc.description.versionPostprint (author's final draft)
local.citation.authorNallim, L.; Oller, S.; Oñate, E.; Flores, F.G.
local.citation.publicationNameComposite structures
local.citation.volume163
local.citation.startingPage168
local.citation.endingPage184


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