Numerical discretization of stationary random processes

被引:12
作者
Allaix, Diego Lorenzo [1 ]
Carbone, Vincenzo Ilario [1 ]
机构
[1] Politecn Torino, Dept Struct & Geotech Engn, I-10129 Turin, Italy
关键词
Stationary random processes; Karhunen-Loeve series expansion; Discretization error estimator; Finite elements; Wavelets; EOLE; KARHUNEN-LOEVE EXPANSION; RANDOM-FIELDS; SIMULATION; RELIABILITY;
D O I
10.1016/j.probengmech.2010.03.001
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The increasing interest of the research community to the probabilistic analysis concerning the civil structures with space-variant properties points out the problem of achieving a reliable discretization of random processes (or random fields in a multi-dimensional domain). Given a discretization method, a continuous random process is approximated by a finite set of random variables. Its dimension affects significantly the accuracy of the approximation, in terms of the relevant properties of the continuous random process under investigation. The paper presents a discretization procedure based on the truncated Karhunen-Loeve series expansion and the finite element method. The objective is to link in a rational way the number of random variables involved in the approximation to a quantitative measure of the discretization accuracy. The finite element method is applied to evaluate the terms of the series expansion when a closed form expression is not available. An iterative refinement of the finite element mesh is proposed in this paper, leading to an accurate random process discretization. The technique is tested with respect to the exponential covariance function, that enables a comparison with analytical expressions of the approximated properties of the random process. Then, the procedure is applied to the square exponential covariance functions, which is one of the most used covariance models in the structural engineering field. The comparison of the adaptive refinement of the discretization with a non-adaptive procedure and with the wavelet Galerkin approach allows to demonstrate the computational efficiency of the proposal within the framework of the Karhunen-Loeve series expansion. A comparison with the Expansion Optimal Linear Estimation (EOLE) method is performed in terms of efficiency of the discretization strategy. (c) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:332 / 347
页数:16
相关论文
共 32 条
[1]  
ALLAIX DL, 2008, THESIS POLITECNICO T
[2]  
Baker Christopher T. H., 1978, The numerical treatment of integral equations
[3]  
de Araújo JM, 2001, ADV ENG SOFTW, V32, P871, DOI 10.1016/S0965-9978(01)00042-4
[4]   Using spatial reliability in the probabilistic study of concrete structures: The example of a reinforced concrete beam subjected to carbonatation inducing corrosion [J].
Defaux, G. ;
Pendola, M. ;
Sudret, B. .
JOURNAL DE PHYSIQUE IV, 2006, 136 :243-253
[5]  
DEVASCONCELLOS R, 2003, NUCL ENG DES, V226, P205
[6]   STOCHASTIC-MODEL OF SELF-WEIGHT LOAD [J].
DITLEVSEN, O .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1988, 114 (01) :222-230
[7]  
Ghanem R., 1991, STOCHASTIC FINITE EL, VVolume 1, P1, DOI [10.1007/978-1-4612-3094-6, DOI 10.1007/978-1-4612-3094-6]
[8]   Variability response functions for stochastic plate bending problems [J].
Graham, L ;
Deodatis, G .
STRUCTURAL SAFETY, 1998, 20 (02) :167-188
[9]   Simulation of stationary non-Gaussian translation processes [J].
Grigoriu, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (02) :121-126
[10]   CROSSINGS OF NON-GAUSSIAN TRANSLATION PROCESSES [J].
GRIGORIU, M .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (04) :610-620