The wave propagation in a beam on a random elastic foundation

被引:14
作者
Schevenels, M.
Lombaert, G.
Degrande, G.
Clouteau, D.
机构
[1] Katholieke Univ Leuven, Dept Civil Engn, B-3001 Louvain, Belgium
[2] Ecole Cent Paris, UMR 8579, Lab Sols Struct & Mat, F-92295 Chatenay Malabry, France
关键词
Green's functions; random wave propagation; Dyson equation; Bethe-Salpeter equation; Neumann expansion; Monte Carlo simulation;
D O I
10.1016/j.probengmech.2006.09.003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a study of wave propagation in an infinite beam on a random Winkler foundation. The spatial variation of the foundation spring constant is modelled as a random field and the influence of the correlation length is studied. As it is impossible to determine the general stochastic Green's function, the configurational average of the Green's function and its correlation function are considered. These functions are found through the transformation of the stochastic equation of motion into the Dyson equation for the mean or coherent field and the Bethe-Salpeter equation for the field correlation, as used in the study of wave propagation in random media. The approximate solutions of the Dyson and the Bethe-Salpeter equations are validated by means of a Monte Carlo simulation and compared with the results of a classical Neumann expansion method. Although both methods only involve the second order statistics of the random field, the approximation of the Dyson and the Bethe-Salpeter equations gives better results than the Neumann expansion, at the expense of a larger computational effort. Furthermore, the results show that a small spatial variation of the spring constant has an influence on the response if the correlation length and the wavelength have a similar order of magnitude, while the waves in the beam cannot resolve the spatial variation in the case where the correlation length is much smaller than the wavelength. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:150 / 158
页数:9
相关论文
共 18 条