A high order collocation method for the static and vibration analysis of composite plates using a first-order theory (Articolo in rivista)

Type
Label
  • A high order collocation method for the static and vibration analysis of composite plates using a first-order theory (Articolo in rivista) (literal)
Anno
  • 2009-01-01T00:00:00+01:00 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#doi
  • 10.1016/j.compstruct.2008.09.006 (literal)
Alternative label
  • Ferreira A.J.M., Castro L.M.S., Bertoluzza S. (2009)
    A high order collocation method for the static and vibration analysis of composite plates using a first-order theory
    in Composite structures
    (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
  • Ferreira A.J.M., Castro L.M.S., Bertoluzza S. (literal)
Pagina inizio
  • 424 (literal)
Pagina fine
  • 432 (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#numeroVolume
  • 89 (literal)
Rivista
Note
  • Scopu (literal)
  • ISI Web of Science (WOS) (literal)
Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
  • Departamento de Engenharia Mecânica e Gestão Industrial, Faculdade de Engenharia da Universidade do Porto, Portugal; Departamento de Engenharia Civil e Arquitectura, IST-UTL, Portugal; Silvia Bertoluzza, Istituto di Matematica Applicata e Tecnologie Informatiche del CNR, Pavia, Italy (literal)
Titolo
  • A high order collocation method for the static and vibration analysis of composite plates using a first-order theory (literal)
Abstract
  • A study of static deformations and free vibrations of shear flexible isotropic and laminated composite plates with a first-order shear deformation theory is presented. The analysis is based on collocation with a Deslaurier Dubuc interpolating basis to produce highly accurate results. Numerical results for isotropic and symmetric laminated composite plates are presented and discussed for various thickness-to-length ratios. The high order collocation method presented in this paper proved to be very accurate for this type of problems and the numerical efficiency is as good as other numerical schemes for first-order shear deformation theories, such as finite element solutions. (literal)
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