![]() |
Computational & Technology Resources
an online resource for computational,
engineering & technology publications |
Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 91
Modelling of Complex Vibratory Behaviours of Nuclear Power Plant Components based on a Vector ARMA Method D. Daucher, M. Fogli and D. Clair
LAMI, University Blaise Pascal, IFMA, Aubière, France Full Bibliographic Reference for this paper
D. Daucher, M. Fogli, D. Clair, "Modelling of Complex Vibratory Behaviours of Nuclear Power Plant Components based on a Vector ARMA Method", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 91, 2004. doi:10.4203/ccp.79.91
Keywords: vector ARMA method, nonlinear stochastic dynamics, linearized model, PSD, state representation, simulation.
Summary
In nuclear power plants the high rate of fluid flow can induce vibration on many components
causing dynamic interactions due to impacting and sliding
that can result in wear and loss of friction controls with serious consequence. This paper
presents a method to model the nonlinear vibratory behaviour of interacting components. This
is a challenging task because of several particularities of this industrial problem.
The interaction of mechanical components includes several causes of nonlinearity as intermittent contact with friction and damping, wich are pourly known, and consequently hard to model. Uncertainties due to the random nature of the external excitation generated by flow turbulence greatly perturb the response system.
This response is only partially known through experimental tests performed on real scale
models leading to vector values
To be usefull to industrial applications, the nonlinear random dynamical system behaviour must be described by means of a linearized model able to approximate accurately the second order statistics of the stationary response.
The proposed method is an approximate procedure of spectral linearization type [1,5]. In this approach, the PSD of the centered stationary response is assumed to be known. Practically, this second
order characteristic is derived from the given experimental samples by using suitable statistical techniques
of signal processing [3]. In what follows, the centered stationary response is denoted by
where ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]()
Our aim is then to construct a physically realizable
R where ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]() ![]()
The application considered here concerns the two-dimensional nonlinear stationary dynamical response
References
purchase the full-text of this paper (price £20)
go to the previous paper |
|