Model Order Reduction of Nonlinear Systems

A special issue of Vibration (ISSN 2571-631X).

Deadline for manuscript submissions: closed (31 July 2021) | Viewed by 7499

Special Issue Editor


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Guest Editor
Department of Mechanical and Process Engineering, ETH Zürich, Leonhardstrasse 21, 8092 Zürich, Switzerland
Interests: nonlinear structural dynamics; flexible multibody systems; aeroelasticity; reduced order modelling

Special Issue Information

Nonlinear mechanical systems are characterized by much richer and complex responses than their linearized counterparts. In several research and industrial applications, such responses can be obtained by computationally intensive numerical solutions of finely discretized models. The related memory and time requirements significantly hinder analysis, design, and optimization. In this context, model order reduction techniques enable the aforementioned activities by constructing low-order approximations of the underlying high-fidelity model. Then, the time required for the numerical solution of the reduced order model is typically orders of magnitudes smaller than the one associated to the solution of the corresponding high-fidelity model. If real-time simulations are possible, the obtained reduced models can even support structural health monitoring, and can model predictive control as well. 

Nonlinearities affecting mechanical systems are of different types, namely geometrical, material, contact/friction, interaction with other fields, and possibly combinations of all of these. Often, model order reduction techniques reflect the type of nonlinearity they are addressing, and dedicated, model-driven methods that do not require expensive high-fidelity solutions—and their statistical processing—can be developed. This is in contrast with data-triven techniques, which extensively rely on full order solutions to construct reduced-order models that span the parameter space of interest.

The goal of this Special Issue is to collect key contributions in the large area of reduced order models for nonlinear mechanical systems, with special emphasis on structural dynamics.

We welcome contributions in the following, as well as related, areas:

  • Intrusive and non-intrusive model reduction;
  • Reduction over nonlinear manifolds;
  • Hyper-reduction;
  • Substructuring methods;
  • Model reduction of nonlinear mechanical systems interacting with other fields (e.g., aerodynamics, heat, and electro-magnetic forces).

Dr. Paolo Tiso
Guest Editor

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Keywords

  • reduced order models
  • reduction basis
  • hyper-reduction
  • non-intrusive reduction
  • nonlinear manifolds
  • substructuring

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Published Papers (2 papers)

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Research

39 pages, 18337 KiB  
Article
Nonintrusive Nonlinear Reduced Order Models for Structures in Large Deformations: Validations to Atypical Structures and Basis Construction Aspects
by Xiaoquan Wang, Ricardo A. Perez, Bret Wainwright, Yuting Wang and Marc P. Mignolet
Vibration 2022, 5(1), 20-58; https://doi.org/10.3390/vibration5010002 - 15 Jan 2022
Cited by 4 | Viewed by 2418
Abstract
The focus of this investigation is on reduced order models (ROMs) of the nonlinear geometric response of structures that are built nonintrusively, i.e., from standard outputs of commercial finite element codes. Several structures with atypical loading, boundary conditions, or geometry are considered to [...] Read more.
The focus of this investigation is on reduced order models (ROMs) of the nonlinear geometric response of structures that are built nonintrusively, i.e., from standard outputs of commercial finite element codes. Several structures with atypical loading, boundary conditions, or geometry are considered to not only support the broad applicability of these ROMs but also to exemplify the different steps involved in determining an appropriate basis for the response. This basis is formed here as a combination of linear vibration modes and dual modes, and some of the steps involved follow prior work; others are novel aspects, all of which are covered in significant detail to minimize the expertise needed to develop these ROMs. The comparisons of the static and dynamic responses of these structures predicted by the ROMs and by the underlying finite element models demonstrate the high accuracy that can be achieved with the ROMs, even in the presence of significant nonlinearity. Full article
(This article belongs to the Special Issue Model Order Reduction of Nonlinear Systems)
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30 pages, 4493 KiB  
Article
Comparison of Reduction Methods for Finite Element Geometrically Nonlinear Beam Structures
by Yichang Shen, Alessandra Vizzaccaro, Nassim Kesmia, Ting Yu, Loïc Salles, Olivier Thomas and Cyril Touzé
Vibration 2021, 4(1), 175-204; https://doi.org/10.3390/vibration4010014 - 4 Mar 2021
Cited by 31 | Viewed by 4189
Abstract
The aim of this contribution is to present numerical comparisons of model-order reduction methods for geometrically nonlinear structures in the general framework of finite element (FE) procedures. Three different methods are compared: the implicit condensation and expansion (ICE), the quadratic manifold computed from [...] Read more.
The aim of this contribution is to present numerical comparisons of model-order reduction methods for geometrically nonlinear structures in the general framework of finite element (FE) procedures. Three different methods are compared: the implicit condensation and expansion (ICE), the quadratic manifold computed from modal derivatives (MD), and the direct normal form (DNF) procedure, the latter expressing the reduced dynamics in an invariant-based span of the phase space. The methods are first presented in order to underline their common points and differences, highlighting in particular that ICE and MD use reduction subspaces that are not invariant. A simple analytical example is then used in order to analyze how the different treatments of quadratic nonlinearities by the three methods can affect the predictions. Finally, three beam examples are used to emphasize the ability of the methods to handle curvature (on a curved beam), 1:1 internal resonance (on a clamped-clamped beam with two polarizations), and inertia nonlinearity (on a cantilever beam). Full article
(This article belongs to the Special Issue Model Order Reduction of Nonlinear Systems)
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