Model Uncertainty in Finite-Element Analysis: Bayesian Finite Elements

被引:52
|
作者
Haukaas, T. [1 ]
Gardoni, P. [2 ]
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Texas A&M Univ, Zachry Dept Civil Engn, College Stn, TX 77843 USA
关键词
Probabilistic models; Model uncertainty; Finite elements; Bayesian updating; RELIABILITY; RISK; METHODOLOGY; FRAMEWORK; SOFTWARE;
D O I
10.1061/(ASCE)EM.1943-7889.0000253
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this paper, probabilistic models for structural analysis are put forward, with particular emphasis on model uncertainty. Context is provided by the finite-element method and the need for probabilistic prediction of structural performance in contemporary engineering. Sources of model uncertainty are identified and modeled. A Bayesian approach is suggested for the assessment of new model parameters within the element formulations. The expressions are formulated by means of numerical "sensors" that influence the model uncertainty, such as element distortion and degree of nonlinearity. An assessment procedure is proposed to identify the sensors that are most suitable to capture model uncertainty. This paper presents the general methodology and specific implementations for a general-purpose structural element. Two numerical examples are presented to demonstrate the methodology and its implications for probabilistic prediction of structural response. DOI: 10.1061/(ASCE)EM.1943-7889.0000253. (C) 2011 American Society of Civil Engineers.
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页码:519 / 526
页数:8
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