2017
DOI: 10.1007/978-3-319-54404-5_2
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An Explanation for Why Natural Frequencies Shifting in Structures with Membrane Stresses, Using Backbone Curve Models

Abstract: In this paper, the phenomenon of natural frequencies shifting due to the nonlinear stiffness effects from membrane stress is studied using a nonlinear reduced order model based on backbone curves. The structure chosen for study in this paper is a rectangular plate with a pinned constraint along all edges. To analytically explore the frequency varying phenomenon, a four nonlinear-mode based reduced-order model that contains both single-mode and coupled-mode nonlinear terms is derived. The process of deriving th… Show more

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Cited by 3 publications
(4 citation statements)
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“…For example, numerous methods focus on the extraction of backbone curves for nonlinear systems. The backbone curves can be used to characterise and quantify nonlinearities in the system and to inform reduced order models (Liu et al 2019). A detailed review of the theoretical basis and validity of NNMs for reduced order modelling is given in (Haller and Ponsioen 2016).…”
Section: Usage In Romsmentioning
confidence: 99%
“…For example, numerous methods focus on the extraction of backbone curves for nonlinear systems. The backbone curves can be used to characterise and quantify nonlinearities in the system and to inform reduced order models (Liu et al 2019). A detailed review of the theoretical basis and validity of NNMs for reduced order modelling is given in (Haller and Ponsioen 2016).…”
Section: Usage In Romsmentioning
confidence: 99%
“…This example has already been studied in detail in [46], and here it is used to consider the application of the reduced-order-direct normal form technique for a system with internal resonance. Following the approach in [46], the nonlinear partial differential equations governing the dynamic behaviour of the plate of large-amplitude responses can be projected onto an orthogonal set of linear eigenmodes, from which a set of ordinary differential equations can be obtained of the formq…”
Section: Example 2: a Continuous Plate Systemmentioning
confidence: 99%
“…(5.1). In this paper, we consider the same plate investigated in [46]. The geometrical and material properties of the plate and the values of the natural frequencies and nonlinear terms coefficients are given in appendix A.…”
Section: Example 2: a Continuous Plate Systemmentioning
confidence: 99%
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