Free vibrations and buckling analysis of laminated plates by oscillatory radial basis functions

A. M. A. Neves; A. J. M. Ferreira

Curved and Layered Structures (2016)

  • Volume: 3, Issue: 1
  • ISSN: 2353-7396

Abstract

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In this paper the free vibrations and buckling analysis of laminated plates is performed using a global meshless method. A refined version of Kant’s theorie which accounts for transverse normal stress and through-the-thickness deformation is used. The innovation is the use of oscillatory radial basis functions. Numerical examples are performed and results are presented and compared to available references. Such functions proved to be an alternative to the tradicional nonoscillatory radial basis functions.

How to cite

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A. M. A. Neves, and A. J. M. Ferreira. "Free vibrations and buckling analysis of laminated plates by oscillatory radial basis functions." Curved and Layered Structures 3.1 (2016): null. <http://eudml.org/doc/276411>.

@article{A2016,
abstract = {In this paper the free vibrations and buckling analysis of laminated plates is performed using a global meshless method. A refined version of Kant’s theorie which accounts for transverse normal stress and through-the-thickness deformation is used. The innovation is the use of oscillatory radial basis functions. Numerical examples are performed and results are presented and compared to available references. Such functions proved to be an alternative to the tradicional nonoscillatory radial basis functions.},
author = {A. M. A. Neves, A. J. M. Ferreira},
journal = {Curved and Layered Structures},
keywords = {Meshless methods; oscillatory RBFs; Laminated plates; free vibration; buckling},
language = {eng},
number = {1},
pages = {null},
title = {Free vibrations and buckling analysis of laminated plates by oscillatory radial basis functions},
url = {http://eudml.org/doc/276411},
volume = {3},
year = {2016},
}

TY - JOUR
AU - A. M. A. Neves
AU - A. J. M. Ferreira
TI - Free vibrations and buckling analysis of laminated plates by oscillatory radial basis functions
JO - Curved and Layered Structures
PY - 2016
VL - 3
IS - 1
SP - null
AB - In this paper the free vibrations and buckling analysis of laminated plates is performed using a global meshless method. A refined version of Kant’s theorie which accounts for transverse normal stress and through-the-thickness deformation is used. The innovation is the use of oscillatory radial basis functions. Numerical examples are performed and results are presented and compared to available references. Such functions proved to be an alternative to the tradicional nonoscillatory radial basis functions.
LA - eng
KW - Meshless methods; oscillatory RBFs; Laminated plates; free vibration; buckling
UR - http://eudml.org/doc/276411
ER -

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