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 28 条
  • [1] Bayesian updating of predictions of long-term deflections of concrete bridges
    Reid, S. G.
    Nguyen, T. B.
    APPLICATIONS OF STATISICS AND PROBABILITY IN CIVIL ENGINEERING, 2007, : 455 - 456
  • [2] Numerical Bayesian updating of prior distributions for concrete strength properties considering conformity control
    Caspeele, Robby
    Taerwe, Luc
    ADVANCES IN CONCRETE CONSTRUCTION, 2013, 1 (01) : 85 - 102
  • [3] Monitoring-Based Reliability Analysis of Aging Concrete Structures by Bayesian Updating
    Chen, Hua-Peng
    JOURNAL OF AEROSPACE ENGINEERING, 2017, 30 (02)
  • [4] Bayesian updating of the seismic behavior of nuclear reinforced concrete structures: Methodology and application
    Meng, Try
    Bouhjiti, David
    Richard, Benjamin
    ENGINEERING STRUCTURES, 2025, 328
  • [5] Updating the prior parameters of concrete compressive strength through Bayesian statistics for structural reliability assessment
    Feiri, Tania
    Kuhn, Sebastian
    Wiens, Udo
    Ricker, Marcus
    STRUCTURES, 2023, 58
  • [6] INFLUENCE OF WEATHER CONDITIONS ON STRAINS GENERATED IN STRUCTURES OF CONCRETE
    BALLIVY, G
    BENMOKRANE, B
    CHAALLAL, O
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1991, 18 (06) : 1088 - 1092
  • [7] Bayesian updating of the residual structural performance of existing concrete structures based on experimental tests
    Anghileri, Mattia
    Biondini, Fabio
    CIVIL ENGINEERING AND ENVIRONMENTAL SYSTEMS, 2025,
  • [8] Bayesian procedures for updating deterioration space-time models for optimizing the utility of concrete structures
    Zhang, Yan
    Chouinard, Luc E.
    Conciatori, David
    Power, Gabriel J.
    ENGINEERING STRUCTURES, 2021, 228
  • [9] Influence of modeling choices and prior information on the Bayesian assessment of a reinforced concrete bridge
    Vereecken, Eline
    Botte, Wouter
    Lombaert, Geert
    Caspeele, Robby
    STRUCTURAL CONCRETE, 2024, 25 (03) : 1713 - 1734
  • [10] Bayesian Linear Regression analysis of the effect of silica fume on concrete creep predictions and structures' safety
    Zgheib, Elise
    Raphael, Wassim
    FIRST INTERNATIONAL SYMPOSIUM ON RISK ANALYSIS AND SAFETY OF COMPLEX STRUCTURES AND COMPONENTS (IRAS 2019), 2019, 22 : 25 - 32