Abstract

Although linear modal analysis has proved itself to be the method of choice for the analysis of linear dynamic structures, its extension to nonlinear structures has proved to be a problem. A number of competing viewpoints on nonlinear modal analysis have emerged, each of which preserves a subset of the properties of the original linear theory. From the geometrical point of view, one can argue that the invariant manifold approach of Shaw and Pierre is the most natural generalisation. However, the Shaw–Pierre approach is rather demanding technically, depending as it does on the analytical construction of a mapping between spaces, which maps physical coordinates into invariant manifolds spanned by independent subsets of variables. The objective of the current paper is to demonstrate a data-based approach motivated by Shaw–Pierre method which exploits the idea of statistical independence to optimise a parametric form of the mapping. The approach can also be regarded as a generalisation of the Principal Orthogonal Decomposition (POD). A machine learning approach to inversion of the modal transformation is presented, based on the use of Gaussian processes, and this is equivalent to a nonlinear form of modal superposition. However, it is shown that issues can arise if the forward transformation is a polynomial and can thus have a multi-valued inverse. The overall approach is demonstrated using a number of case studies based on both simulated and experimental data.

Highlights

  • Modal Analysis is arguably the framework for structural dynamic testing of linear structures

  • Based on the two ideas above of what a mode should be, the origins of nonlinear modal analysis are centred around two main concepts for a nonlinear normal mode (NNM)

  • The combinations are termed the Principal Orthogonal Modes (POMs). (The usual means of constructing the transformation matrix is via singular value decomposition; in that case, the singular values reflect the power associated with each POM.) The important point for the current paper is that the POMs are statistically independent, they do not influence each other in any way; this idea will be adopted in the current paper as a definition of orthogonality or normality for NNMs in general

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Summary

Introduction

Modal Analysis is arguably the framework for structural dynamic testing of linear structures. The overall idea is to characterise structural dynamic systems in terms of a number of structural invariants: natural frequencies, dampings, mode shapes, and FRFs which can be computed from measured excitation and response data from the structure of interest.

Linear systems
Nonlinear systems
Nonlinear modal analysis
Rosenberg normal modes
Shaw–Pierre normal modes
The principal orthogonal decomposition
A new data-based approach
Case studies
A simulated 2DOF system
A simulated 3DOF system
An experimental system
Inversion of the transformation – superposition
Gaussian processes
The case studies revisited: superposition
Discussion and conclusions
Full Text
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