Application of the method of moments for the correlation analysis of the dynamics of finite element models of structures
Authors: Tushev O.N., Donskikh A.M. | Published: 19.11.2014 |
Published in issue: #12(657)/2014 | |
Category: Calculation and Design of Machinery | |
Keywords: moment characteristics, quasi-stationary effects, finite element method, modal coordinates, shaping filter, method of moments. |
The calculation of the probability characteristics of structures on the basis of a multidimensional model for non-stationary modes of operation is of great importance. The developed method makes it possible to calculate these characteristics with engineering accuracy. In this paper, an external quasi-stationary random action is considered. The moment characteristics of the phase coordinates of a linear model of the structure under quasi-stationary additive actions are determined. To reduce the order of the system of equations, the modal truncation is used. The dissipation matrix is assumed to be proportional to the mass and stiffness matrices. The system of equations of the second order in modal coordinates is reduced to the vector equation of the Cauchy canonical normal form using the shaping filter equation that converts the white noise in real random processes. The filter equation is constructed by applying the transformation that is valid for stationary random processes whose spectral density has a rational structure. The well-known equations of the method of moments in terms of the vector of expectations and the matrix of correlation moments are used, which makes it possible to accurately solve non-stationary and stationary problems within the framework of the correlation theory. The expectations and variances of the displacements of a frame in a transient process are calculated by the finite element method using the mode superposition. It is shown that even a small number of series members can provide good accuracy.
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