4.7 Article

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

期刊

COMPUTATIONAL MECHANICS
卷 66, 期 6, 页码 1293-1319

出版社

SPRINGER
DOI: 10.1007/s00466-020-01902-5

关键词

Reduced order modeling; Geometric nonlinearities; Three-dimensional effect; Thickness modes; Modified STiffness Evaluation Procedure; Nonlinear modes; Modal derivatives

资金

  1. Rolls-Royce plc [EP/R004951/1]
  2. French Ministry of Research and Arts
  3. Metiers Institute of Technology
  4. China Scholarship Council [201806230253]
  5. EPSRC [EP/R004951/1]
  6. EPSRC [EP/R004951/1] Funding Source: UKRI

向作者/读者索取更多资源

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.

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