
Accession Number : ADP003683
Title : Modal Analysis and Identification of Structural NonLinearity,
Corporate Author : VICTORIA UNIV OF MANCHESTER (ENGLAND)
Personal Author(s) : Tomlinson,G. R. ; Kirk,N. E.
Report Date : 1984
Pagination or Media Count : 16
Abstract : When it is suspected that a structure is nonlinear, e.g. unfamiliar distortions of transfer functions, unacceptable deviations in curve fits or significant amplitude dependent behaviour is observed, there are few, if any, established methods for reliably identifying the nature or quantifying the importance of nonlinearity. The reasons for wanting to pursue an analysis into the nonlinear domain whereby a reliable identification method would be of value can be described in three general ways. Firstly, an accurate linear model of the system is desired if possible. This may be the case where a comparison is to be drawn with the results from a linear finite element analysis. Secondly, the existence of nonlinearity is to established and the need is for an estimate of its effect on the structures response in service, i.e. the behaviour of the nonlinear system is desired when the input is typical of operating conditions. Finally, it is required that the nonlinearity be identified fully enough to enable an implicit mathematical model to be constructed, such as a set of nonlinear differential equations. These may then be solved to predict the response of the structure to various input conditions whereby the dependence of the modal parameters on these can be established. In this case the nonlinear coefficients of the structural system equations have to be determined.
Descriptors : *Structural mechanics, *Model tests, *Nonlinear analysis, *Structural response, Dynamic response, Structures, Test methods, Identification
Distribution Statement : APPROVED FOR PUBLIC RELEASE