A Bayesian Probabilistic Framework for Building Models for Structural Health Monitoring of Structures Subject to Environmental Variability

被引:2
作者
Simon, Patrick [1 ]
Schneider, Ronald [1 ]
Baessler, Matthias [1 ]
Morgenthal, Guido [2 ]
机构
[1] Bundesanstalt Materialforsch & Prufung BAM, D-12205 Berlin, Germany
[2] Bauhaus Univ Weimar, Inst Konstruktiven Ingenieurbau, Prof Modellierung & Simulat Konstrukt, D-99423 Weimar, Germany
关键词
SYSTEM-IDENTIFICATION; RELIABILITY; OPENSEES; BRIDGE;
D O I
10.1155/2024/4204316
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Managing aging engineering structures requires damage identification, capacity reassessment, and prediction of remaining service life. Data from structural health monitoring (SHM) systems can be utilized to detect and characterize potential damage. However, environmental and operational variations impair the identification of damages from SHM data. Motivated by this, we introduce a Bayesian probabilistic framework for building models and identifying damage in monitored structures subject to environmental variability. The novelty of our work lies (a) in explicitly considering the effect of environmental influences and potential structural damages in the modeling to enable more accurate damage identification and (b) in proposing a methodological workflow for model-based structural health monitoring that leverages model class selection for model building and damage identification. The framework is applied to a progressively damaged reinforced concrete beam subject to temperature variations in a climate chamber. Based on deflections and inclinations measured during diagnostic load tests of the undamaged structure, the most appropriate modeling approach for describing the temperature-dependent behavior of the undamaged beam is identified. In the damaged state, damage is characterized based on the identified model parameters. The location and extent of the identified damage are consistent with the cracks observed in the laboratory. A numerical study with synthetic data is used to validate the parameter identification. The known true parameters lie within the 90% highest density intervals of the posterior distributions of the model parameters, suggesting that this approach is reliable for parameter identification. Our results indicate that the proposed framework can answer the question of damage identification under environmental variations. These findings show a way forward in integrating SHM data into the management of infrastructures.
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页数:23
相关论文
共 56 条
[1]   NEW LOOK AT STATISTICAL-MODEL IDENTIFICATION [J].
AKAIKE, H .
IEEE TRANSACTIONS ON AUTOMATIC CONTROL, 1974, AC19 (06) :716-723
[2]  
[Anonymous], 2013, Bayesian Data Analysis Third edition (with errors fixed as of 13 February 2020)
[3]   Bayesian optimal sensor placement for crack identification in structures using strain measurements [J].
Argyris, Costas ;
Chowdhury, Sharmistha ;
Zabel, Volkmar ;
Papadimitriou, Costas .
STRUCTURAL CONTROL & HEALTH MONITORING, 2018, 25 (05)
[4]   Fundamental two-stage formulation for Bayesian system identification, Part I: General theory [J].
Au, Siu-Kui ;
Zhang, Feng-Liang .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2016, 66-67 :31-42
[5]  
Baeler M., 2018, P 9 INT C BRIDG MAIN
[6]   Bayesian system identification based on probability logic [J].
Beck, James L. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2010, 17 (07) :825-847
[7]   Model selection using response measurements: Bayesian probabilistic approach [J].
Beck, JL ;
Yuen, KV .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2004, 130 (02) :192-203
[8]   Accounting for environmental variability, modeling errors, and parameter estimation uncertainties in structural identification [J].
Behmanesh, Iman ;
Moaveni, Babak .
JOURNAL OF SOUND AND VIBRATION, 2016, 374 :92-110
[9]  
Betz W., 2017, BAYESIAN INFERENCE E
[10]   Reliability in the performance-based concept of fib Model Code 2010 [J].
Bigaj-van Vliet, Agnieszka ;
Vrouwenvelder, Ton .
STRUCTURAL CONCRETE, 2013, 14 (04) :309-319