Abstract

In this paper the $$N-1$$ nonlinear modal interactions that occur in a nonlinear three-degree-of-freedom lumped mass system, where $$N=3$$ , are considered. The nonlinearity comes from springs with weakly nonlinear cubic terms. Here, the case where all the natural frequencies of the underlying linear system are close (i.e. $$\omega _{n1}: \omega _{n2}:\omega _{n3} \approx 1:1:1$$ ) is considered. However, due to the symmetries of the system under consideration, only $$N-1$$ modes interact. Depending on the sign and magnitude of the nonlinear stiffness parameters, the subsequent responses can be classified using backbone curves that represent the resonances of the underlying undamped, unforced system. These backbone curves, which we estimate analytically, are then related to the forced response of the system around resonance in the frequency domain. The forced responses are computed using the continuation software AUTO-07p. A comparison of the results gives insights into the multi-modal interactions and shows how the frequency response of the system is related to those branches of the backbone curves that represent such interactions.

Highlights

  • Understanding the effects of modal interactions of coupled systems of nonlinear equations is an important step in being able to predict the subsequent dynamic response of the system

  • In particular we consider the potential forced responses that can occur by analysing the backbone curves of the underlying undamped, unforced system

  • We have considered the N −1 modal interactions that occur in a three-degree-freedom lumped mass system

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Summary

Introduction

Understanding the effects of modal interactions of coupled systems of nonlinear equations is an important step in being able to predict the subsequent dynamic response of the system. In particular we consider the potential forced responses that can occur by analysing the backbone curves of the underlying undamped, unforced system. The justification of this approach lies in that the vast majority of engineering structures is characterised by low level of damping. The motivation for this study is the possibility for modes, in multi-degree-of-freedom nonlinear systems, to interact with each other [17] These types of modal interaction have been previously studied because they are often related to unwanted vibration effects in engineering structures [16].

System description and analytical method application
Backbone curves
Forced response
Stability of the backbone curve
Discussion of the force amplitude for triggering the modal interaction
Conclusion

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