Ir al contenido (pulsa Retorno)

Universitat Politècnica de Catalunya

    • Català
    • Castellano
    • English
    • LoginRegisterLog in (no UPC users)
  • mailContact Us
  • world English 
    • Català
    • Castellano
    • English
  • userLogin   
      LoginRegisterLog in (no UPC users)

UPCommons. Global access to UPC knowledge

Banner header
59.652 UPC E-Prints
You are here:
View Item 
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria Civil i Ambiental
  • Articles de revista
  • View Item
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria Civil i Ambiental
  • Articles de revista
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

A hierarchical finite element for composite laminated beams using a refined zigzag theory

Thumbnail
View/Open
CS_163_pp168_184_2017_Postprint.pdf (2,791Mb)
Share:
 
 
10.1016/j.compstruct.2016.12.031
 
  View Usage Statistics
Cita com:
hdl:2117/99517

Show full item record
Nallim, Liz G.
Oller Martínez, Sergio HoracioMés informacióMés informació
Oñate Ibáñez de Navarra, EugenioMés informacióMés informacióMés informació
Flores, Fernando Gabriel
Document typeArticle
Defense date2017-03
Rights accessOpen Access
Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain
Abstract
In 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.
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. 
URIhttp://hdl.handle.net/2117/99517
DOI10.1016/j.compstruct.2016.12.031
ISSN0263-8223
Publisher versionhttp://www.sciencedirect.com/science/article/pii/S026382231632325X
Collections
  • Departament d'Enginyeria Civil i Ambiental - Articles de revista [2.657]
  • GMNE - Grup de Mètodes Numèrics en Enginyeria - Articles de revista [166]
  • RMEE - Grup de Resistència de Materials i Estructures a l'Enginyeria - Articles de revista [125]
Share:
 
  View Usage Statistics

Show full item record

FilesDescriptionSizeFormatView
CS_163_pp168_184_2017_Postprint.pdf2,791MbPDFView/Open

Browse

This CollectionBy Issue DateAuthorsOther contributionsTitlesSubjectsThis repositoryCommunities & CollectionsBy Issue DateAuthorsOther contributionsTitlesSubjects

© UPC Obrir en finestra nova . Servei de Biblioteques, Publicacions i Arxius

info.biblioteques@upc.edu

  • About This Repository
  • Contact Us
  • Send Feedback
  • Privacy Settings
  • Inici de la pàgina