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Component mode synthesis using nonlinear normal modes

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TLDR
In this article, a nonlinear extension of the fixed-interface component mode synthesis (CMS) technique developed for linear structures by Hurty and modified by Craig and Bampton is presented.
Abstract
This paper describes a methodology for developing reduced-order dynamic models of structural systems that are composed of an assembly of nonlinear component structures. The approach is a nonlinear extension of the fixed-interface component mode synthesis (CMS) technique developed for linear structures by Hurty and modified by Craig and Bampton. Specifically, the case of nonlinear substructures is handled by using fixed-interface nonlinear normal modes (NNMs). These normal modes are constructed for the various substructures using an invariant manifold approach, and are then coupled through the traditional linear constraint modes (i.e., the static deformation shapes produced by unit interface displacements). A class of systems is used to demonstrate the concept and show the effectiveness of the proposed procedure. Simulation results show that the reduced-order model (ROM) obtained from the proposed procedure outperforms the ROM obtained from the classical fixed-interface linear CMS approach as applied to a nonlinear structure. The proposed method is readily applicable to large-scale nonlinear structural systems that are based on finite-element models.

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Citations
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Journal ArticleDOI

Nonlinear normal modes, Part I: A useful framework for the structural dynamicist

TL;DR: The concept of nonlinear normal modes (NNMs) is discussed in the present paper and its companion, Part II as mentioned in this paper, and numerical methods for the continuation of periodic solutions pave the way for an effective and practical computation of NNMs, and timefrequency analysis is particularly suitable for the analysis of the resulting dynamics.
Journal ArticleDOI

Review of Applications of Nonlinear Normal Modes for Vibrating Mechanical Systems

TL;DR: HAL as mentioned in this paper is a multi-disciplinary open access archive for the deposit and dissemination of scientific research documents, whether they are published or not, which may come from teaching and research institutions in France or abroad, or from public or private research centers.
Journal ArticleDOI

Nonlinears Normal Modes for Vibrating Mechanical Systems. Review of Theoretical Developments

TL;DR: In this article, two principal concepts of nonlinear normal vibrations modes (NNMs) namely the Kauderer-Rosenberg and Shaw-Pierre concepts are analyzed and properties of NNMs and methods of their analysis are presented.
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Model Reduction Methods for Rotor Dynamic Analysis: A Survey and Review

TL;DR: This survey discusses the previous literature reviews on model reduction, reduction methods applied to rotor systems, the current state of these reduction methods in rotor dynamics, and the ability of the literature to reduce the complexities of large order rotor dynamic systems but allow accurate solutions.
References
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Journal ArticleDOI

Coupling of substructures for dynamic analyses.

TL;DR: In this article, a method for treating a complex structure as an assemblage of distinct regions, or substructures, is presented using basic mass and stiffness matrices, together with conditions of geometrical compatibility along substructure boundaries.
Book

Analytical Methods in Vibrations

TL;DR: In this paper, a book on analytical methods in vibrations covering general mathematical formulations of common features of various vibrating systems is presented, including a mathematical formulation of a vibrational model.
Journal ArticleDOI

Dynamic Analysis of Structural Systems Using Component Modes

TL;DR: In this article, a method is developed for analyzing complex structural systems that can be divided into interconnected components, where displacement of the separate components are expressed in generalized coordinates that are defined by displacement modes.
Journal ArticleDOI

A hybrid method of component mode synthesis

TL;DR: In this paper, a method for representing a structural component by means of its vibration modes is described, where the modes used to describe the component may have the connection points to the remainder of the structure free, or fixed, or some points free and some fixed.
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