The asymptotic-numerical method : an efficient perturbation technique for nonlinear structural mechanics

Authors

  • Bruno Cochelin Laboratoire de physique et mecanique des materiaux URA CNRS 1215,/SGMP Universite de Metz,l/e du Saulcy 57045 Metz cedex 01
  • Noureddine Damil Laboratoire de calcul scientifique en mecanique Universite Hassan// Mohammedia,faculte des sciences Ben M'Sik, Casablanca, Maroc
  • Michel Potier-Ferry Laboratoire de physique et mecanique des materiaux URA CNRS 1215,/SGMP Universite de Metz,l/e du Saulcy 57045 Metz cedex 01

Keywords:

nonlinear computation, perturbation techniques, finite elements, geometric nonlinearity

Abstract

Perturbation techniques (asymptotic expansions) have been widely used in many engineering fields for solving nonlinear problems. However, the solution is often represented by the first few terms of a perturbation expansion, which leads to a qualitative approximation rather than a quantitative one. Our aim is to show that a perturbation technique can also lead to a powerfull numerical method for some classes of structural problems, provided that it is combined with a finite element method to account for complex geometries, and that a large number of terms of expansions are determined.

 

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Published

1994-02-28

How to Cite

Cochelin, B. ., Damil, N. ., & Potier-Ferry, M. . (1994). The asymptotic-numerical method : an efficient perturbation technique for nonlinear structural mechanics. European Journal of Computational Mechanics, 3(2), 281–297. Retrieved from https://journals.riverpublishers.com/index.php/EJCM/article/view/3627

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