Published December 2020 | Version v1
Journal article

Non-intrusive reduced order modelling for the dynamics of geometrically nonlinear flat structures using three-dimensional finite elements

  • 1. Imperial Coll London, Vibrat Univ Technol Ctr, London SW7 2AZ (United Kingdom)
  • 2. Conservatoire Natl Arts and Metiers, Struct Mech and Coupled Syst Lab, 2 Rue Conte, F-75003 Paris (France)
  • 3. HESAM Univ, Arts and Metiers Inst Technol, LISPEN, F-59000 Lille (France)
  • 4. Inst Polytech Paris, EDF, CEA, IMSIA,ENSTA Paris,CNRS, 828 Blvd Marechaux, F-91762 Palaiseau (France)

Description

Non-intrusive methods have been used since two decades to derive reduced-order models for geometrically nonlinear structures, with a particular emphasis on the so-called Stiffness Evaluation Procedure (STEP), relying on the static application of prescribed displacements in a finite-element context. We show that a particularly slow convergence of the modal expansion is observed when applying the method with 3D elements, because of nonlinear couplings occurring with very high frequency modes involving 3D thickness deformations. Focusing on the case of flat structures, we first show by computing all the modes of the structure that a converged solution can be exhibited by using either static condensation or normal form theory. We then show that static modal derivatives provide the same solution with fewer calculations. Finally, we propose a modified STEP, where the prescribed displacements are imposed solely on specific degrees of freedom of the structure, and show that this adjustment also provides efficiently a converged solution. (author)

Availability note (English)

Available from doi: http://dx.doi.org/10.1007/s00466-020-01902-5

Additional details

Identifiers

Publishing Information

Journal Title
Computational Mechanics
Journal Volume
66
Journal Issue
no.6
Journal Page Range
p. 1293-1319
ISSN
0178-7675