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dc.contributor.authorLondoño, JM
dc.contributor.authorCooper, JE
dc.contributor.authorNeild, SA
dc.date.accessioned2016-05-27T13:18:23Z
dc.date.issued2016-03-04
dc.description.abstractThis paper presents a method for the dynamic identification of structures containing discrete nonlinear stiffnesses. The approach requires the structure to be excited at a single resonant frequency, enabling measurements to be made in regimes of large displacements where nonlinearities are more likely to be significant. Measured resonant decay data is used to estimate the system backbone curves. Linear natural frequencies and nonlinear parameters are identified using these backbone curves assuming a form for the nonlinear behaviour. Numerical and experimental examples, inspired by an aerospace industry test case study, are considered to illustrate how the method can be applied. Results from these models demonstrate that the method can successfully deliver nonlinear models able to predict the response of the test structure nonlinear dynamics.en_GB
dc.description.sponsorshipThis work was funded by the Engineering and Physical Sciences Research Council (EPSRC) in the UK as part of the Engineering Nonlinearity Programme Grant EP/K003836/1. Prof. S. A. Neild is supported by the EPSRC FellowshipEP/K005375/1 and Prof. J.E. Cooper is supported by the Royal Academy of Engineering in the UK through the RAEng Airbus Sir George White Chair in Aerospace Engineering. This financial support is gratefully acknowledged.en_GB
dc.identifier.citationAvailable online 4 March 2016en_GB
dc.identifier.doi10.1016/j.ymssp.2016.02.008
dc.identifier.urihttp://hdl.handle.net/10871/21734
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rightsOpen Access funded by Engineering and Physical Sciences Research Council. Under a Creative Commons license: http://creativecommons.org/licenses/by/4.0/en_GB
dc.subjectNonlinear Identificationen_GB
dc.subjectNonlinear structural dynamicsen_GB
dc.subjectBackbone curvesen_GB
dc.subjectResonance Decay Methoden_GB
dc.titleIdentification of systems containing nonlinear stiffnesses using backbone curvesen_GB
dc.typeArticleen_GB
dc.date.available2016-05-27T13:18:23Z
dc.identifier.issn0888-3270
dc.descriptionThis is the author accepted manuscript. The final version is available from Elsevier via the DOI in this record.en_GB
dc.identifier.journalMechanical Systems and Signal Processingen_GB


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