Abstract
The inverse problem of identifying spatially-varying parameters, based on indirect/incomplete experimental data, is a computationally and conceptually challenging problem. One issue of concern is that the variation of the parameter random field is not known a priori, and therefore, it is typical that inappropriate discretization of the parameter field leads to either poor modelling (due to modelling error) or ill-condition problem (due to the use of over-parameterized models). As a result, classical least square or maximum likelihood estimation typically performs poorly. Even with a proper discretization, these problems are computationally cumbersome since they are usually associated with a large vector of unknown parameters. This paper addresses these issues, through a recently proposed Bayesian method, called Canonical BUS. This algorithm is considered as a revisited formulation of the original BUS (Bayesian Updating using Structural reliability methods), that is, an enhancement of rejection approach that is used in conjunction with Subset Simulation rare-event sampler. Desirable features of CBUS to treat spatially-varying parameter inference problems have been studied and performance of the method to treat real-world applications has been investigated. The studied industrial problem originates from a railway mechanics application, where the spatial variation of ballast bed is of our particular interest.
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References
Beck, J.: Bayesian system identification based on probability logic. Struct. Control. Health Monit. 17, 825–847 (2010)
Yuen, K.: Bayesian Methods for Structural Dynamics and Civil Engineering. Wiley, Hoboken (2010)
Muto, M., Beck, J.: Bayesian updating and model class Selection for hysteretic structural models using stochastic simulation. J. Vib. Control. 14(1–2), 7–34 (2008)
Robert, C., Casella, G.: A short history of Markov Chain Monte Carlo subjective recollections from incomplete data. Stat. Sci. 26(1), 102–115 (2011)
Spall, J.: Estimation via Markov Chain Monte Carlo. IEEE Control. Syst. 23(2), 34–45 (2003)
Green, P., Worden, K.: Bayesian and MCMC methods for identifying nonlinear systems in the presence of uncertainty. Phil. Trans. R. Soc. A 373 (2015)
Au, S.-K., Beck, J.: Estimation of small failure probabilities in high dimensions by subset simulation. Probab. Eng. Mech. 16(4), 263–277 (2001)
Au, S.-K., Wang, Y.: Engineering Risk Assessment with Subset Simulation. Wiley, Singapore (2014)
Webster, C., Zhang, G., Gunzburger, M.: An adaptive sparse-grid iterative ensemble Kalman filter approach for parameter field estimation. Int. J. Comput. Math. 91(4), 798–817 (2014)
Koutsourelakis, P.: A multi-resolution, non-parametric, Bayesian framework for identification of spatially-varying model parameters. J.Comput. Phys. 228, 6184–6211 (2009)
Straub, D., Papaioannou, I.: Bayesian updating with structural reliability methods. J. Eng. Mech. 04014134 (2015). doi:10.1061/(ASCE)EM.1943-7889.0000839
Au, S.-K., DiazDelaO, F.A., Yoshida, I.: Bayesian updating and model class selection with subset simulation. Probab. Eng. Mech. 16(4), 263–277 (2016)
Lilja, J., Abrahamsson, T., Nielsen, J.: Experimental investigation of stochastic boundary conditions – planning a railway sleeper test. In: A Conference on Structural Dynamics (IMAC). Springer, Florida (2008)
Ching, J., Chen, Y.: Transitional Markov Chain Monte Carlo method for Bayesian model updating, model class selection, and model averaging. J. Eng. Mech. 133(7), 816–832 (2007)
Cheng, Y., Au, F., Cheung, Y.: Vibration of railway bridges under a moving train by using bridge-track-vehicle element. Eng. Struct. 23(12), 1597–1606 (2001)
Zhai, W., Wang, K., Lin, J.: Modelling and experiment of railway ballast vibrations. J. Sound Vib. 270(4–5), 673–683 (2004)
Lam, H., Wong, M., Yang, Y.: A feasibility study on railway ballast damage detection utilizing measured vibration. Eng. Struct. 45, 284–298 (2012)
Lam, H., Hu, Q., Wong, M.: The Bayesian methodology for the detection of railway ballast damage under a concrete sleeper. Eng. Struct. 81, 289–301 (2014)
Kaewunruen, S., Remennikov, A.: Progressive failure of prestressed concrete sleepers under multiple high-intensity impact loads. Eng. Struct. 31(10), 2460–2473 (2009)
Design of mono-bloc concrete sleepers. In: UIC leaflet 713 R, pp. 30 (2004)
European standard EN 13230:1:2002: Railway Applications-Track-Concrete Sleepers and Bearers, pp. 36 (2002)
Rahrovani, S.: Test data evaluation from field measurements of sleeper-ballast interface. Chalmers University of Technology, Goteborg (2010)
Buekett, J.: Concrete sleepers. In: Railway Industry Association, First Track Sector course, Warford, pp. 411–417 (1983)
Nielsen, J., Igeland, A.: Vertical dynamic interaction between train and track – influeince of wheel and track imperfections. J. Sound Vib. 187(5), 825–839 (1995)
Bolmsvik, R., Nielsen, J., Singhal, A.: Guideline for design optimization and production of prestressed concrete railway sleepers, Chalmers University, Applied Mechanics, Goteborg, Research report 2011:5 (2011)
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Rahrovani, S., Au, SK., Abrahamsson, T. (2016). Bayesian Treatment of Spatially-Varying Parameter Estimation Problems via Canonical BUS. In: Atamturktur, S., Schoenherr, T., Moaveni, B., Papadimitriou, C. (eds) Model Validation and Uncertainty Quantification, Volume 3. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, Cham. https://doi.org/10.1007/978-3-319-29754-5_1
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DOI: https://doi.org/10.1007/978-3-319-29754-5_1
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