Investigation of model uncertainties in Bayesian structural model updating

被引:94
作者
Goller, B. [1 ]
Schueller, G. I. [1 ]
机构
[1] Univ Innsbruck, Inst Engn Mech, A-6020 Innsbruck, Austria
关键词
PROBABILISTIC APPROACH; CLASS SELECTION; QUANTIFICATION;
D O I
10.1016/j.jsv.2011.07.036
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Model updating procedures are applied in order to improve the matching between experimental data and corresponding model output. The updated, i.e. improved, finite element (FE) model can be used for more reliable predictions of the structural performance in the target mechanical environment. The discrepancies between the output of the FE-model and the results of tests are due to the uncertainties that are involved in the modeling process. These uncertainties concern the structural parameters, measurement errors, the incompleteness of the test data and also the FE-model itself. The latter type of uncertainties is often referred to as model uncertainties and is caused by simplifications of the real structure that are made in order to reduce the complexity of reality. Several approaches have been proposed for taking model uncertainties into consideration, where the focus of this manuscript will be set on the updating procedure within the Bayesian statistical framework. A numerical example involving different degrees of nonlinearity will be used for demonstrating how this type of uncertainty is considered within the Bayesian updating procedure. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:6122 / 6136
页数:15
相关论文
共 34 条
[1]   Possibilistic approach for damage detection in structural health monitoring [J].
Altunok, E. ;
Taha, M. M. Reda ;
Ross, T. J. .
JOURNAL OF STRUCTURAL ENGINEERING, 2007, 133 (09) :1247-1256
[2]  
[Anonymous], 1961, The Algebra of Probable Inference
[3]  
[Anonymous], 2003, Probability Theory
[4]   Model selection using response measurements: Bayesian probabilistic approach [J].
Beck, JL ;
Yuen, KV .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2004, 130 (02) :192-203
[5]   Bayesian updating of structural models and reliability using Markov chain Monte Carlo simulation [J].
Beck, JL ;
Au, SK .
JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (04) :380-391
[6]   Uncertainty-based loads analysis for spacecraft: Finite element model validation and dynamic responses [J].
Calvi, A .
COMPUTERS & STRUCTURES, 2005, 83 (14) :1103-1112
[7]   Robust design optimization in computational mechanics [J].
Capiez-Lernout, E. ;
Soize, C. .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2008, 75 (02) :0210011-02100111
[8]   Calculation of Posterior Probabilities for Bayesian Model Class Assessment and Averaging from Posterior Samples Based on Dynamic System Data [J].
Cheung, Sai Hung ;
Beck, James L. .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2010, 25 (05) :304-321
[9]   Transitional markov chain monte carlo method for Bayesian model updating, model class selection, and model averaging [J].
Ching, Jianye ;
Chen, Yi-Chu .
JOURNAL OF ENGINEERING MECHANICS, 2007, 133 (07) :816-832
[10]   Structural model updating and health monitoring with incomplete modal data using Gibbs sampler [J].
Ching, JY ;
Muto, M ;
Beck, JL .
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2006, 21 (04) :242-257