Adaptive computation for elastic wave propagation in plate/shell structures under moving loads

Authors

  • Bing Tie Laboratoire de Mécanique Sols-Structures-Matériaux (CNRS UMR 8579), Ecole Centrale Paris, Grande voie des vignes, F-92295 Châtenay Malabry cedex
  • Denis Aubry Laboratoire de Mécanique Sols-Structures-Matériaux (CNRS UMR 8579), Ecole Centrale Paris, Grande voie des vignes, F-92295 Châtenay Malabry cedex
  • Arnaud Boullard Laboratoire de Mécanique Sols-Structures-Matériaux (CNRS UMR 8579), Ecole Centrale Paris, Grande voie des vignes, F-92295 Châtenay Malabry cedex

Keywords:

elastic wave propagation, adaptive remeshing method, a posteriori error estimates, space-time discontinuous Galerkin method, shell modelling

Abstract

An adaptive remeshing method tailored to computations for elastic wave propagation is proposed and its application to the elastic wave propagation in plates or shells under moving loads is presented. The method is defined within the framework of the space-time discontinuous Galerkin method, which is particularly suitable for dealing with adaptive meshes that change in time. An a priori theoretical wave propagation analysis is done to determinate an appropriate element size, then the mesh adaption strategy consists of refining finite elements according to this size in zones where local unbalanced residuals are large. The plate/shell structures are modelled with Mindlin kinematics and the dispersive phenomenon of bending waves is considered. The pertinence of the Kirchhoff-Love and Mindlin kinematical models with respect to frequency ranges and plate/shell thickness is discussed. Numerical examples are given to illustrate the interest of the adaptive method.

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Published

2003-06-19

How to Cite

Tie, B. ., Aubry, D., & Boullard, A. . (2003). Adaptive computation for elastic wave propagation in plate/shell structures under moving loads. European Journal of Computational Mechanics, 12(6), 717–736. Retrieved from https://journals.riverpublishers.com/index.php/EJCM/article/view/2409

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