A Trefftz simplified method for the computation of elastic structures

  • C. Hochard CNRS, Universite Paris VI
  • P. Ladevèze CNRS, Universite Paris VI
  • L. Proslier CNRS, Universite Paris VI

Abstract

This paper presents a method for a quick evaluation of stresses and displacements for elastostatic problems. A set of polynomial Trefftz functions and a variational formulation are introduced for solving elastostatic problems for simple star-shaped domains. It is shown, through examples, that this approximation allows the computation of the interior large wavelength effects. By a procedure for coupling separate domains, this method is extended to more complex structures, which is a natural extension of the above variational formulation . A discretization of the structure into large substructures, an easy to use and quick computation of the interior solution justify that this method can be termed "simplified". Comparisons with other similar methods are also shown.

Keywords

References

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Published
Jun 19, 2023
How to Cite
HOCHARD, C.; LADEVÈZE, P.; PROSLIER, L.. A Trefftz simplified method for the computation of elastic structures. Computer Assisted Methods in Engineering and Science, [S.l.], v. 4, n. 3-4, p. 383-396, june 2023. ISSN 2956-5839. Available at: <https://cames.ippt.gov.pl/index.php/cames/article/view/1380>. Date accessed: 21 nov. 2024.
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Articles