4.7 Article

Duality and unified analysis of discrete approximations in structural dynamics and wave propagation: Comparison of p-method finite elements with k-method NURBS

Journal

COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
Volume 197, Issue 49-50, Pages 4104-4124

Publisher

ELSEVIER SCIENCE SA
DOI: 10.1016/j.cma.2008.04.006

Keywords

Structural vibrations; Wave propagation; Eigenvalue problems; Dispersion analysis; Finite elements; NURBS; B-splines; Acoustic branches; Optical branches; Frequency errors; Amplitude spectra; Frequency response spectra; Evanescent waves; Stopping bands

Funding

  1. Office of Naval Research [N00014-03-0263]
  2. J.T. Oden Faculty Fellowship Research Program
  3. ICES
  4. Regione Lombardia through the INGENIO [A0000800]
  5. Ministero dell'Universita e della Ricerca (MiUR) through the PRIN 2006 [2006083795]

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We study the discretization behavior of classical finite element and NURBS approximations on problems of structural vibrations and wave propagation. We find that, on the basis of equal numbers of degrees-of-freedom and bandwidth, NURBS have superior approximation properties. In fact, we observe that the high mode behavior of classical finite elements is divergent with the order of approximation, a surprisingly negative result. On the other hand, NURBS offer almost spectral approximation proper-ties, and all modes converge with increasing order of approximation. (c) 2008 Elsevier B.V. All rights reserved.

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