Stochastic nonlinear model updating in structural dynamics using a novel likelihood function within the Bayesian-MCMC framework

The study presents a novel approach for stochastic nonlinear model updating in structural dynamics, employing a Bayesian framework integrated with Markov Chain Monte Carlo (MCMC) sampling for parameter estimation by using an approximated likelihood function. The proposed methodology is applied to both numerical and experimental cases. The paper commences by introducing Bayesian inference and its constituents: the likelihood function, prior distribution, and posterior distribution. The resonant decay method is employed to extract backbone curves, which capture the non-linear behaviour of the system. A mathematical model based on a single degree of freedom (SDOF) system is formulated, and backbone curves are obtained from time response data. Subsequently, MCMC sampling is employed to estimate the parameters using both numerical and experimental data. The obtained results demonstrate the convergence of the Markov chain, present parameter trace plots, and provide estimates of posterior distributions of updated parameters along with their uncertainties. Experimental validation is performed on a cantilever beam system equipped with permanent magnets and electromagnets. The proposed methodology demonstrates promising results in estimating parameters of stochastic non-linear dynamical systems. Through the use of the proposed likelihood functions using backbone curves, the probability distributions of both linear and non-linear parameters are simultaneously identified. Based on this view, the necessity to segregate stochastic linear and non-linear model updating is eliminated. • A novel likelihood function for stochastic nonlinear model updating is proposed. • The method incorporates the backbone curve in likelihood function. • Bayesian-MCMC for parameter estimation in nonlinear dynamic systems is used. • The application of the method is shown numerically and experimentally. • Enhanced MCMC sampling demonstrated robust parameter distribution.

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Publication Details

Journal
Applied Mathematical Modelling
Published
2024-11-08
DOI
https://doi.org/10.1016/j.apm.2024.115800
Citations
8
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
2.09
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article

Stochastic nonlinear model updating in structural dynamics using a novel likelihood function within the Bayesian-MCMC framework

Hadi Madinei, P. C. Pandey, Hamed Haddad Khodaparast, Tanmoy Chatterjee et al.
8 citations
Applied Mathematical Modelling
Structural Health Monitoring Techniques
2.09
article

Stochastic nonlinear model updating in structural dynamics using a novel likelihood function within the Bayesian-MCMC framework

Hadi Madinei, P. C. Pandey, Hamed Haddad Khodaparast, Tanmoy Chatterjee, Michael I. Friswell, Tom Deighan
article en
8 citations

Abstract

The study presents a novel approach for stochastic nonlinear model updating in structural dynamics, employing a Bayesian framework integrated with Markov Chain Monte Carlo (MCMC) sampling for parameter estimation by using an approximated likelihood function. The proposed methodology is applied to both numerical and experimental cases. The paper commences by introducing Bayesian inference and its constituents: the likelihood function, prior distribution, and posterior distribution. The resonant decay method is employed to extract backbone curves, which capture the non-linear behaviour of the system. A mathematical model based on a single degree of freedom (SDOF) system is formulated, and backbone curves are obtained from time response data. Subsequently, MCMC sampling is employed to estimate the parameters using both numerical and experimental data. The obtained results demonstrate the convergence of the Markov chain, present parameter trace plots, and provide estimates of posterior distributions of updated parameters along with their uncertainties. Experimental validation is performed on a cantilever beam system equipped with permanent magnets and electromagnets. The proposed methodology demonstrates promising results in estimating parameters of stochastic non-linear dynamical systems. Through the use of the proposed likelihood functions using backbone curves, the probability distributions of both linear and non-linear parameters are simultaneously identified. Based on this view, the necessity to segregate stochastic linear and non-linear model updating is eliminated. • A novel likelihood function for stochastic nonlinear model updating is proposed. • The method incorporates the backbone curve in likelihood function. • Bayesian-MCMC for parameter estimation in nonlinear dynamic systems is used. • The application of the method is shown numerically and experimentally. • Enhanced MCMC sampling demonstrated robust parameter distribution.

Applied Mathematical ModellingVol. 138
University of Surrey (GB), Swansea University (GB), United Kingdom Atomic Energy Authority (GB)
Openalex Percentile: Top 14%
Structural Health Monitoring Techniques
2.09
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