Bayesian updating for predictions of delayed strains of large concrete structures: influence of prior distribution

被引:0
作者
Rossat, D. [1 ,2 ]
Baroth, J. [1 ]
Briffaut, M. [1 ]
Dufour, F. [1 ]
Monteil, A. [2 ]
Masson, B. [2 ]
Michel-Ponnelle, S. [3 ]
机构
[1] Univ Grenoble Alpes, CNRS, Grenoble INP, 3SR, Grenoble, France
[2] Elect France EDF SEPTEN, Lyon, France
[3] Elect France EDF R&D, Palaiseau, France
关键词
Bayesian updating; creep; uncertainty quantification; prior distribution; Polynomial Chaos Expansions; Nuclear Containment Buildings; POLYNOMIAL CHAOS; INFERENCE; BEHAVIOR; CREEP; MODEL;
D O I
10.1080/19648189.2022.2095441
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The aging of large concrete structures such as Nuclear Containment Buildings (NCB) or bridges involves a continuous strain evolution in time, which may affect their durability, safety and the safety of their environment. Then, the evaluation of structural integrity requires an accurate assessment of the long-term strain level. When considering probabilistic analysis of the delayed mechanical behavior of large concrete structures, the prediction results may present large uncertainties, which do not provide clear indicators aiming at supporting decisions related to structures' maintenance. In this context, Bayesian updating enables to reduce uncertainties, by combining a prior state of knowledge with noisy monitoring data of the structure response. It requires the definition of a prior probability distribution, which summarizes all available information before collecting monitoring data. In former work concerning Bayesian approaches applied to the analysis of delayed strains, the prior distribution is usually defined through expert judgement, which constitutes a quite subjective process which may have a significant influence on Bayesian updating results. Moreover, the previously cited work involved strong hypotheses related to observation noise, which is usually assumed to be perfectly known. The present contribution aims at evaluating the influence of prior distributions defined by expert judgement on Bayesian updating results, through an illustrative case study of a well instrumented 1:3 scale NCB. The present work proposes also a Bayesian framework suitable for cases where the observation noise of data is unknown. The influence of the amount of monitoring data on the uncertainty reduction provided by Bayesian updating is also studied. Results underline that the modeling choices of the analyst are of paramount importance in the framework of long-term strains predictions, regardless the quantity of available data. Furthermore, results also suggest that Bayesian updating is well suitable for providing significant uncertainty reduction, even in the case of structures which dispose of a limited amount of monitoring data.
引用
收藏
页码:1763 / 1795
页数:33
相关论文
共 58 条
[1]   A tutorial on adaptive MCMC [J].
Andrieu, Christophe ;
Thoms, Johannes .
STATISTICS AND COMPUTING, 2008, 18 (04) :343-373
[2]  
Bazant Z., 1985, Materials and Structures, V18, P1, DOI [DOI 10.1007/BF02473360, 10.1007/bf02473360]
[3]  
BAZANT ZP, 1984, J AM CONCRETE I, V81, P319
[4]   Stochastic finite element: a non intrusive approach by regression [J].
Berveiller, Marc ;
Sudret, Bruno ;
Lemaire, Maurice .
EUROPEAN JOURNAL OF COMPUTATIONAL MECHANICS, 2006, 15 (1-3) :81-92
[5]   Updating the long-term creep strains in concrete containment vessels by using Markov chain Monte Carlo simulation and polynomial chaos expansions [J].
Berveiller, Marc ;
Le Pape, Yann ;
Sudret, Bruno ;
Perrin, Frederic .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2012, 8 (05) :425-440
[6]   Adaptive Bayesian Inference for Discontinuous Inverse Problems, Application to Hyperbolic Conservation Laws [J].
Birolleau, Alexandre ;
Poette, Gael ;
Lucor, Didier .
COMMUNICATIONS IN COMPUTATIONAL PHYSICS, 2014, 16 (01) :1-34
[7]  
Blatman G, 2011, APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING, P669
[8]  
Blatman G., 2014, SAFETY RELIABILITY R, P3245, DOI [10.1201/b16387-469, DOI 10.1201/B16387-469]
[9]   Adaptive sparse polynomial chaos expansion based on least angle regression [J].
Blatman, Geraud ;
Sudret, Bruno .
JOURNAL OF COMPUTATIONAL PHYSICS, 2011, 230 (06) :2345-2367
[10]   Stochastic finite elements analysis of large concrete structures' serviceability under thermo-hydro-mechanical loads - Case of nuclear containment buildings [J].
Bouhjiti, D. E. -M. ;
Baroth, J. ;
Dufour, F. ;
Michel-Ponnelle, S. ;
Masson, B. .
NUCLEAR ENGINEERING AND DESIGN, 2020, 370