Bayesian optimal sensor placement for parameter estimation under modeling and input uncertainties

被引:9
作者
Ercan, Tulay [1 ]
Papadimitriou, Costas [1 ]
机构
[1] Univ Thessaly, Dept Mech Engn, Volos 38334, Greece
关键词
Bayesian learning; Optimal experimental design; Information entropy; Kullback-Leibler divergence; Structural dynamics; Nonlinear models; OPTIMAL EXPERIMENTAL-DESIGN; ORBIT MODAL IDENTIFICATION; DYNAMICAL-SYSTEMS; NUMERICAL-INTEGRATION; ENTROPY; METHODOLOGY; INFORMATION; LOCATION; CONFIGURATION; OPTIMIZATION;
D O I
10.1016/j.jsv.2023.117844
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
A Bayesian optimal sensor placement (OSP) framework for parameter estimation in nonlinear structural dynamics models is proposed, based on maximizing a utility function built from appropriate measures of information contained in the input-output response time history data. The information gain is quantified using Kullback-Leibler divergence (KL-div) between the prior and posterior distribution of the model parameters. The design variables may include the type and location of sensors. Asymptotic approximations, valid for large number of data, provide valuable insight into the measure of information. Robustness to uncertainties in nuisance (nonupdatable) parameters associated with modeling and excitation uncertainties is considered by maximizing the expected information gain over all possible values of the nuisance parameters. In particular, the framework handles the case where the excitation time history is measured by installed sensors but remains unknown at the experimental design phase. Introducing stochastic excitation models, the expected information gain is taken over the large number of uncertain parameters used to model the random variability in the input time histories. Monte Carlo or sparse grid methods estimate the multidimensional probability integrals arising in the formulation. Heuristic algorithms are used to solve the optimization problem. The effectiveness of the method is demonstrated for a multi-degree of freedom (DOF) spring-mass chain system with restoring elements that exhibit hysteretic nonlinearities.
引用
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页数:22
相关论文
共 57 条
[1]  
[Anonymous], 2012, LIFE CYCLE SUSTAINAB
[2]   A unified sampling-based framework for optimal sensor placement considering parameter and prediction inference [J].
Argyris, C. ;
Papadimitriou, C. ;
Samaey, G. ;
Lombaert, G. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2021, 161
[3]  
Argyris C., 2017, THESIS U THESSALY GR
[4]   Bayesian Optimal Experimental Design Using Asymptotic Approximations [J].
Argyris, Costas ;
Papadimitriou, Costas .
MODEL VALIDATION AND UNCERTAINTY QUANTIFICATION, VOL 3, 2017, :273-275
[5]   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)
[6]   Emerging Trends in Optimal Structural Health Monitoring System Design: From Sensor Placement to System Evaluation [J].
Barthorpe, Robert James ;
Worden, Keith .
JOURNAL OF SENSOR AND ACTUATOR NETWORKS, 2020, 9 (03)
[7]   A methodology to design measurement systems when multiple model classes are plausible [J].
Bertola, Numa J. ;
Pai, Sai G. S. ;
Smith, Ian F. C. .
JOURNAL OF CIVIL STRUCTURAL HEALTH MONITORING, 2021, 11 (02) :315-336
[8]   Optimal Multi-Type Sensor Placement for Structural Identification by Static-Load Testing [J].
Bertola, Numa Joy ;
Papadopoulou, Maria ;
Vernay, Didier ;
Smith, Ian F. C. .
SENSORS, 2017, 17 (12)
[9]   Exploiting convexification for Bayesian optimal sensor placement by maximization of mutual information [J].
Bhattacharyya, Pinaky ;
Beck, James .
STRUCTURAL CONTROL & HEALTH MONITORING, 2020, 27 (10)
[10]   Simulation of ground motion using the stochastic method [J].
Boore, DM .
PURE AND APPLIED GEOPHYSICS, 2003, 160 (3-4) :635-676