Gaussian Process-Based Particle-Filtering Approach for Real-Time Damage Prediction with Application

AbstractA prognostic model capable of predicting temporal damage evolution is essential to prevent catastrophic failure of structures. Data driven techniques, such as neural networks and support vector machines, are widely used for prediction of damage in a variety of aerospace and civil applications. Most of the available techniques cannot be applied for real-time prediction because they assume the measured value to be the true value, which is often not true. They also require training data from a similar set of experiments based on which predictions are made, which may not always be available. In this paper, the authors propose a novel integrated approach that intelligently combines particle filter updating with a fully probabilistic Gaussian process model to predict complex physical phenomena (e.g., temporal local pier scour) considering both measurement and prediction uncertainties. In this example, the measurement model is obtained using radio frequency identification (RFID) sensors and the state spa...

[1]  H. Md. Azamathulla,et al.  Alternative neural networks to estimate the scour below spillways , 2008, Adv. Eng. Softw..

[2]  B. Melville Local Scour at Bridge Abutments , 1992 .

[3]  A. Chattopadhyay,et al.  Gaussian Process Time Series Model for Life Prognosis of Metallic Structures , 2009 .

[4]  Neil J. Gordon,et al.  A tutorial on particle filters for online nonlinear/non-Gaussian Bayesian tracking , 2002, IEEE Trans. Signal Process..

[5]  H. J. Rack,et al.  A neural network approach to elevated temperature creep–fatigue life prediction , 1999 .

[6]  H. Md. Azamathulla,et al.  Genetic Programming to Predict Bridge Pier Scour , 2010 .

[7]  Aditi Chattopadhyay,et al.  A novel probabilistic approach for damage localization and prognosis including temperature compensation , 2016 .

[8]  David J. C. MacKay,et al.  Information Theory, Inference, and Learning Algorithms , 2004, IEEE Transactions on Information Theory.

[9]  Aditi Chattopadhyay,et al.  Prediction of scour depth around bridge piers using Gaussian process , 2013, Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[10]  Mahesh Pal,et al.  Support vector regression based modeling of pier scour using field data , 2011, Eng. Appl. Artif. Intell..

[11]  Lloyd H.C. Chua,et al.  Predicting time-dependent pier scour depth with support vector regression , 2012 .

[12]  Hiroshi Nago,et al.  DESIGN METHOD OF TIME-DEPENDENT LOCAL SCOUR AT CIRCULAR BRIDGE PIER , 2003 .

[13]  A. Parola,et al.  Effects of Rectangular Foundation Geometry on Local Pier Scour , 1996 .

[14]  Abdul Halim Ghazali,et al.  Validation of some bridge pier scour formulae using field and laboratory data , 2005 .

[15]  Mahesh Pal,et al.  Application of support vector machines in scour prediction on grade-control structures , 2009, Eng. Appl. Artif. Intell..

[16]  Narayan Kovvali,et al.  Fatigue Life Prediction Using Hybrid Prognosis for Structural Health Monitoring , 2012, J. Aerosp. Inf. Syst..

[17]  Laila Abed,et al.  Model Study of Local Scour Downstream Bridge Piers , 1993 .

[18]  Jean-Louis Briaud,et al.  SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers , 1999 .

[19]  E. V. Richardson,et al.  Practical Method for Scour Prediction at Bridge Piers , 1994 .

[20]  Mahmud Güngör,et al.  Generalized Regression Neural Networks and Feed Forward Neural Networks for prediction of scour depth around bridge piers , 2009, Adv. Eng. Softw..

[21]  N. Cheng,et al.  PREDICTION OF LIVE-BED SCOUR AT BRIDGE ABUTMENTS. TECHNICAL NOTE , 1998 .

[22]  M. Hestenes,et al.  Methods of conjugate gradients for solving linear systems , 1952 .

[23]  Antonia Papandreou-Suppappola,et al.  Detection of fatigue cracks and torque loss in bolted joints , 2007, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.

[24]  Mark N. Landers Bridge Scour Data Management , 1992 .

[25]  Nando de Freitas,et al.  Sequential Monte Carlo Methods in Practice , 2001, Statistics for Engineering and Information Science.

[26]  Antonia Papandreou-Suppappola,et al.  Progressive damage estimation using sequential Monte Carlo techniques , 2009 .

[27]  Matteo Corbetta,et al.  On Dynamic State-Space models for fatigue-induced structural degradation , 2014 .

[28]  S. M. Bateni,et al.  Neural network and neuro-fuzzy assessments for scour depth around bridge piers , 2007, Eng. Appl. Artif. Intell..

[29]  B. Melville,et al.  TIME SCALE FOR LOCAL SCOUR AT BRIDGE PIERS , 2000 .

[30]  David C. Froelich Analysis of Onsite Measurements of Scour at Piers , 1988 .

[31]  Carl E. Rasmussen,et al.  Gaussian processes for machine learning , 2005, Adaptive computation and machine learning.

[32]  Aditi Chattopadhyay,et al.  Gaussian Process Based Prognosis Model For Bridge Scour , 2014 .

[33]  A. J. Sutherland,et al.  DESIGN METHOD FOR LOCAL SCOUR AT BRIDGE PIERS , 1988 .

[34]  D. S. Mueller,et al.  Evaluation of Selected Pier-Scour Equations Using Field Data , 1996 .