T.-C.J. Aravanis, J.S. Sakellariou and S.D. Fassois

Size: px
Start display at page:

Download "T.-C.J. Aravanis, J.S. Sakellariou and S.D. Fassois"

Transcription

1 Vibration based fault detection under variable non-measurable, operating conditions via a stochastic Functional Model method and application to railway vehicle suspensions T.-C.J. Aravanis, J.S. Sakellariou and S.D. Fassois Stochastic Mechanical Systems & Automation (SMSA) Laboratory Department of Mechanical Engineering and Aeronautics University of Patras, GR Patras, Greece {aravanis, sakj, fassois}@mech.upatras.gr Surveillance 9, International Conference mai 2017 Fès (Maroc) Surveillance 9, Fès, May /15

2 Talk Outline Talk Outline 1. Introduction 2. The fault detection method 3. Application to railway suspensions 4. Fault detection performance assessment 5. Concluding remarks Surveillance 9, Fès, May /15

3 1. Introduction The General Problem 1. Introduction The General Problem Vibration-based fault detection under variable, non-measurable, operation conditions Why is it important? Safety Proper maintenance Comfort assurance The Challenge Structures operate under variable operating conditions Wind Payload Boundary conditions Temperature Variable, nonmeasurable operating conditions Masking of the effects of faults on the dynamics Challenging Fault detection (esp. for incipient faults) Surveillance 9, Fès, May /15

4 1. Introduction State of the art State-of-the-art Vibration based fault/damage detection under non-measurable variable operating conditions (Sohn 2007, Deraemaeker et al. 2008, Surace and Worden 2010, Cross et al. 2012, Kullaa 2014, Figueiredo et al. 2014, Hios and Fassois 2014) Class 1: Features insensitive to uncertainty/operating condition factors (via PCA and so on) Class 2: The effects of uncertainty & operating conditions are treated via complete probabilistic models on the features Effects of uncertainty are independent from effects of faults (Vanlanduit et al. 2005) Baseline information should cover the uncertainty effects (Vamvoudakis et al. 2015) Main Drawback Hundreds or thousands of vibration signal records are usually needed for effective training of the method Surveillance 9, Fès, May /15

5 1. Introduction Present Study: Goal Measurable operating conditions in the inspection phase the GM based method (Hios and Fassois, 2014) may be employed Main Questions of this study Can the GM based method be extended to operate in case the operating condition is not measurable in the inspection phase? Can small incipient faults be also detected? Surveillance 9, Fès, May /15

6 2. The fault detection method 2. The fault detection method The main idea Model closest * to the implied current system in the min RSS sense ϵ? M? Yes is healthy No is faulty M? May by examined by checking the properties of M. As is a valid model, its residual sequence should be white. Hence, a whiteness test on the M residual sequence suffices Surveillance 9, Fès, May /15

7 2. Fault detection methodology Baseline phase Baseline phase Known Operating Conditions (k) The healthy dynamics under all operating conditions are represented by a global FP-ARX model (Fassois and Sakellariou, 2009). FP-ARX model Healthy Subspace p a a G ( k), bi b i, jgj ( k) i i, j j j 1 p j 1 AR X Residual a i,j, b i,j sequence : AR and X coefficients of projection G1(k) Gp(k) : functional basis Surveillance 9, Fès, May /15

8 3. Application to railway suspensions 3. Application to railway suspensions The railway vehicle Acceleration Measurement Points Faulty Components (fault scenarios) Fault scenarios Secondary and Primary suspension stiffness reduction (λ) (aging, air loss etc) λ = 5, 10, 20, 30, 40% Operating conditions Payload (k) increase (passengers, luggage, and so on) (nominal value: kg) k = 0 10% 1% = kg Surveillance 9, Fès, May /15

9 3. The application The experiments The Monte Carlo Experiments Sampling frequency Sampling bandwidth Signal length fs = 80 Hz 0-40 Hz N = samples (112s) Baseline phase Healthy system 11 experiments ONLY k=0-10% increase with a step of 1% Healthy system experiments (50 experiments per case) k = 0-10% increase with a step of 0.5% Inspection phase Unknown system Faulty system experiments (2 100 total) (10 per case) per fault scenario k=0-10% increase with a step of 0.5% λ = 5,10,20,30,40% Surveillance 9, Fès, May /15

10 3. The application Effects of the faults and variable operating condition The transmittance function is used: X[t]: Acceleration Point Y1 Y[t]: Acceleration Point Y2 Challenging fault detection Healthy/Faulty overlapping Surveillance 9, Fès, May /15

11 4. Fault detection performance assessment 4. Fault detection performance assessment Baseline Phase: FP-ARX identification M = 11 signal pairs FP-ARX(130,130)2 Functional subspace dimensionality: 2 Shifted Chebyshev Type II polynomials functions: G1(x) = 1, G2(x) = 4x-2 Indicative parameters trajectories Healthy Subspace Surveillance 9, Fès, May /15

12 4. Fault detection performance assessment First fault scenario First fault scenario Secondary suspension stiffness reduction * Conventional uncorrelatedness based method (Fassois and Sakellariou, 2009) based on a conventional ARX model of the dynamics Surveillance 9, Fès, May /15 *

13 4. Fault detection performance assessment Second fault scenario Second fault scenario Primary suspension stiffness reduction Surveillance 9, Fès, May /15

14 5. Concluding Remarks 5. Concluding Remarks A stochastic method for fault detection under non-measurable variable operating conditions was postulated: Unlike available methods, the postulated method requires only few signal pairs (experiments) in the baseline (learning) phase (presently only 11). Unlike an earlier method (Hios and Fassois 2014), the postulated one does not require measurement of the operating condition characteristics in the inspection phase. The method s effectiveness was demonstrated through an application study involving Monte Carlo experiments & also small (incipient) faults. Its advantages over a corresponding standard statistical time series method were also demonstrated. Surveillance 9, Fès, May /15

15 Thank you for your attention! Acknowledgement This research was supported by Grant (E.699) by the Research Committee of the University of Patras via the K. Karatheodori program. For more info please visit our site: Surveillance 9, Fès, May /15

the Functional Model Based Method

the Functional Model Based Method Multi-Site Damage Localization via the Functional Model Based Method Christos S. Sakaris, John S. Sakellariou and Spilios D. Fassois Stochastic Mechanical Systems & Automation (SMSA) Laboratory Department

More information

Vibration-Response-Based Damage Detection For Wind Turbine Blades Under Varying Environmental Conditions

Vibration-Response-Based Damage Detection For Wind Turbine Blades Under Varying Environmental Conditions Vibration-Response-Based Damage Detection For Wind Turbine Blades Under Varying Environmental Conditions Ana Gómez González Spilios D. Fassois Stochastic Mechanical Systems & Automation (SMSA) Laboratory

More information

Stationary or Non-Stationary Random Excitation for Vibration-Based Structural Damage Detection? An exploratory study

Stationary or Non-Stationary Random Excitation for Vibration-Based Structural Damage Detection? An exploratory study Stationary or Non-Stationary Random Excitation for Vibration-Based Structural Damage Detection? An exploratory study Andriana S. GEORGANTOPOULOU & Spilios D. FASSOIS Stochastic Mechanical Systems & Automation

More information

Vibration Based Health Monitoring for a Thin Aluminum Plate: Experimental Assessment of Several Statistical Time Series Methods

Vibration Based Health Monitoring for a Thin Aluminum Plate: Experimental Assessment of Several Statistical Time Series Methods Vibration Based Health Monitoring for a Thin Aluminum Plate: Experimental Assessment of Several Statistical Time Series Methods Fotis P. Kopsaftopoulos and Spilios D. Fassois Stochastic Mechanical Systems

More information

Stationary or Non-Stationary Random Excitation for Vibration-Based Structural Damage Detection? An exploratory study

Stationary or Non-Stationary Random Excitation for Vibration-Based Structural Damage Detection? An exploratory study 6th International Symposium on NDT in Aerospace, 12-14th November 2014, Madrid, Spain - www.ndt.net/app.aerondt2014 More Info at Open Access Database www.ndt.net/?id=16938 Stationary or Non-Stationary

More information

Onboard Engine FDI in Autonomous Aircraft Using Stochastic Nonlinear Modelling of Flight Signal Dependencies

Onboard Engine FDI in Autonomous Aircraft Using Stochastic Nonlinear Modelling of Flight Signal Dependencies Onboard Engine FDI in Autonomous Aircraft Using Stochastic Nonlinear Modelling of Flight Signal Dependencies Dimitrios G. Dimogianopoulos, John D. Hios and Spilios D. Fassois Stochastic Mechanical Systems

More information

OUTPUT-ONLY STATISTICAL TIME SERIES METHODS FOR STRUCTURAL HEALTH MONITORING: A COMPARATIVE STUDY

OUTPUT-ONLY STATISTICAL TIME SERIES METHODS FOR STRUCTURAL HEALTH MONITORING: A COMPARATIVE STUDY 7th European Workshop on Structural Health Monitoring July 8-11, 2014. La Cité, Nantes, France More Info at Open Access Database www.ndt.net/?id=17198 OUTPUT-ONLY STATISTICAL TIME SERIES METHODS FOR STRUCTURAL

More information

Identification Methods for Structural Systems

Identification Methods for Structural Systems Prof. Dr. Eleni Chatzi Lecture 13-29 May, 2013 Courtesy of Prof. S. Fassois & Dr. F. Kopsaftopoulos, SMSA Group, University of Patras Statistical methods for SHM courtesy of Prof. S. Fassois & Dr. F. Kopsaftopoulos,

More information

Parametric Output Error Based Identification and Fault Detection in Structures Under Earthquake Excitation

Parametric Output Error Based Identification and Fault Detection in Structures Under Earthquake Excitation Parametric Output Error Based Identification and Fault Detection in Structures Under Earthquake Excitation J.S. Sakellariou and S.D. Fassois Department of Mechanical & Aeronautical Engr. GR 265 Patras,

More information

A. Poulimenos, M. Spiridonakos, and S. Fassois

A. Poulimenos, M. Spiridonakos, and S. Fassois PARAMETRIC TIME-DOMAIN METHODS FOR NON-STATIONARY RANDOM VIBRATION IDENTIFICATION AND ANALYSIS: AN OVERVIEW AND COMPARISON A. Poulimenos, M. Spiridonakos, and S. Fassois DEPARTMENT OF MECHANICAL & AERONAUTICAL

More information

NON-STATIONARY MECHANICAL VIBRATION MODELING AND ANALYSIS

NON-STATIONARY MECHANICAL VIBRATION MODELING AND ANALYSIS NON-STATIONARY MECHANICAL VIBRATION MODELING AND ANALYSIS VIA FUNCTIONAL SERIES TARMA MODELS A.G. Poulimenos and S.D. Fassois DEPARTMENT OF MECHANICAL &AERONAUTICAL ENGINEERING GR-26500 PATRAS, GREECE

More information

Vibration Based Statistical Damage Detection For Scale Wind Turbine Blades Under Varying Environmental Conditions

Vibration Based Statistical Damage Detection For Scale Wind Turbine Blades Under Varying Environmental Conditions Vibration Based Statistical Damage Detection For Scale Wind Turbine Blades Under Varying Environmental Conditions Ana Gómez González, Spilios D. Fassois Stochastic Mechanical Systems & Automation (SMSA)

More information

Vector-dependent Functionally Pooled ARX Models for the Identification of Systems Under Multiple Operating Conditions

Vector-dependent Functionally Pooled ARX Models for the Identification of Systems Under Multiple Operating Conditions Preprints of the 16th IFAC Symposium on System Identification The International Federation of Automatic Control Vector-dependent Functionally Pooled ARX Models for the Identification of Systems Under Multiple

More information

Reliable Condition Assessment of Structures Using Uncertain or Limited Field Modal Data

Reliable Condition Assessment of Structures Using Uncertain or Limited Field Modal Data Reliable Condition Assessment of Structures Using Uncertain or Limited Field Modal Data Mojtaba Dirbaz Mehdi Modares Jamshid Mohammadi 6 th International Workshop on Reliable Engineering Computing 1 Motivation

More information

Identification of Stochastic Systems Under Multiple Operating Conditions: The Vector Dependent FP ARX Parametrization

Identification of Stochastic Systems Under Multiple Operating Conditions: The Vector Dependent FP ARX Parametrization Identification of Stochastic Systems Under Multiple Operating Conditions: The Vector Dependent FP ARX Parametrization Fotis P Kopsaftopoulos and Spilios D Fassois Abstract The problem of identifying stochastic

More information

On the Nature of Random System Matrices in Structural Dynamics

On the Nature of Random System Matrices in Structural Dynamics On the Nature of Random System Matrices in Structural Dynamics S. ADHIKARI AND R. S. LANGLEY Cambridge University Engineering Department Cambridge, U.K. Nature of Random System Matrices p.1/20 Outline

More information

The effect of environmental and operational variabilities on damage detection in wind turbine blades

The effect of environmental and operational variabilities on damage detection in wind turbine blades The effect of environmental and operational variabilities on damage detection in wind turbine blades More info about this article: http://www.ndt.net/?id=23273 Thomas Bull 1, Martin D. Ulriksen 1 and Dmitri

More information

How to Validate Stochastic Finite Element Models from Uncertain Experimental Modal Data Yves Govers

How to Validate Stochastic Finite Element Models from Uncertain Experimental Modal Data Yves Govers How to Validate Stochastic Finite Element Models from Uncertain Experimental Modal Data Yves Govers Slide 1 Outline/ Motivation Validation of Finite Element Models on basis of modal data (eigenfrequencies

More information

Non-stationary functional series modeling and analysis of hardware reliability series: a comparative study using rail vehicle interfailure times

Non-stationary functional series modeling and analysis of hardware reliability series: a comparative study using rail vehicle interfailure times Reliability Engineering and System Safety 68 (2000) 169 183 www.elsevier.com/locate/ress Non-stationary functional series modeling and analysis of hardware reliability series: a comparative study using

More information

Mechanical Systems and Signal Processing

Mechanical Systems and Signal Processing Mechanical Systems and Signal Processing 39 (213) 143 161 Contents lists available at SciVerse ScienceDirect Mechanical Systems and Signal Processing journal homepage: www.elsevier.com/locate/ymssp A functional

More information

Scalar and Vector Time Series Methods for Vibration Based Damage Diagnosis in a Scale Aircraft Skeleton Structure

Scalar and Vector Time Series Methods for Vibration Based Damage Diagnosis in a Scale Aircraft Skeleton Structure Scalar and Vector Time Series Methods for Vibration Based Damage Diagnosis in a Scale Aircraft Skeleton Structure Fotis P. Kopsaftopoulos and Spilios D. Fassois Stochastic Mechanical Systems & Automation

More information

model random coefficient approach, time-dependent ARMA models, linear parameter varying ARMA models, wind turbines.

model random coefficient approach, time-dependent ARMA models, linear parameter varying ARMA models, wind turbines. Damage/Fault Diagnosis in an Operating Wind Turbine Under Uncertainty via a Vibration Response Gaussian Mixture Random Coefficient Model Based Framework Luis David Avendaño-Valencia and Spilios D. Fassois,.

More information

Time series methods for fault detection and identification in vibrating structures

Time series methods for fault detection and identification in vibrating structures Time series methods for fault detection and identification in vibrating structures By Spilios D. Fassois and John S. Sakellariou Stochastic Mechanical Systems (SMS) Group Department of Mechanical & Aeronautical

More information

Output Only Parametric Identification of a Scale Cable Stayed Bridge Structure: a comparison of vector AR and stochastic subspace methods

Output Only Parametric Identification of a Scale Cable Stayed Bridge Structure: a comparison of vector AR and stochastic subspace methods Output Only Parametric Identification of a Scale Cable Stayed Bridge Structure: a comparison of vector AR and stochastic subspace methods Fotis P. Kopsaftopoulos, Panagiotis G. Apostolellis and Spilios

More information

Non-Stationary Time-dependent ARMA Random Vibration Modeling, Analysis & SHM with Wind Turbine Applications

Non-Stationary Time-dependent ARMA Random Vibration Modeling, Analysis & SHM with Wind Turbine Applications Non-Stationary Time-dependent ARMA Random Vibration Modeling, Analysis & SHM with Wind Turbine Applications Luis David Avendaño-Valencia Department of Mechanical Engineering and Aeronautics University

More information

NONLINEAR INTEGRAL MINIMUM VARIANCE-LIKE CONTROL WITH APPLICATION TO AN AIRCRAFT SYSTEM

NONLINEAR INTEGRAL MINIMUM VARIANCE-LIKE CONTROL WITH APPLICATION TO AN AIRCRAFT SYSTEM NONLINEAR INTEGRAL MINIMUM VARIANCE-LIKE CONTROL WITH APPLICATION TO AN AIRCRAFT SYSTEM D.G. Dimogianopoulos, J.D. Hios and S.D. Fassois DEPARTMENT OF MECHANICAL & AERONAUTICAL ENGINEERING GR-26500 PATRAS,

More information

Identification of Time-Variant Systems Using Wavelet Analysis of Force and Acceleration Response Signals

Identification of Time-Variant Systems Using Wavelet Analysis of Force and Acceleration Response Signals LOGO IOMAC'11 4th International Operational Modal Analysis Conference Identification of Time-Variant Systems Using Wavelet Analysis of Force and Acceleration Response Signals X. Xu 1,, W. J. Staszewski

More information

Proper Orthogonal Decomposition Based Algorithm for Detecting Damage Location and Severity in Composite Plates

Proper Orthogonal Decomposition Based Algorithm for Detecting Damage Location and Severity in Composite Plates Proper Orthogonal Decomposition Based Algorithm for Detecting Damage Location and Severity in Composite Plates Conner Shane 1 and Ratneshwar Jha * Department of Mechanical and Aeronautical Engineering

More information

Non-Stationary Random Vibration Parametric Modeling and its Application to Structural Health Monitoring

Non-Stationary Random Vibration Parametric Modeling and its Application to Structural Health Monitoring Non-Stationary Random Vibration Parametric Modeling and its Application to Structural Health Monitoring Luis David Avendaño-Valencia and Spilios D. Fassois Stochastic Mechanical Systems and Automation

More information

DESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH

DESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH DESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH Aitor Berasarte Technologies Management Area Technology Division CAF WHAT DO WE ANALYSE? AERODYNAMICS STRUCTURAL ANALYSIS DYNAMICS NOISE & VIBRATIONS

More information

Multi Channel Output Only Identification of an Extendable Arm Structure Under Random Excitation: A comparison of parametric methods

Multi Channel Output Only Identification of an Extendable Arm Structure Under Random Excitation: A comparison of parametric methods Multi Channel Output Only Identification of an Extendable Arm Structure Under Random Excitation: A comparison of parametric methods Minas Spiridonakos and Spilios Fassois Stochastic Mechanical Systems

More information

Functionally Pooled Models for the Global Identification of Stochastic Systems Under Different Pseudo Static Operating Conditions

Functionally Pooled Models for the Global Identification of Stochastic Systems Under Different Pseudo Static Operating Conditions Functionally Pooled Models for the Global Identification of Stochastic Systems Under Different Pseudo Static Operating Conditions JS Sakellariou, and SD Fassois,2 Stochastic Mechanical Systems&Automation

More information

Unsupervised Learning Methods

Unsupervised Learning Methods Structural Health Monitoring Using Statistical Pattern Recognition Unsupervised Learning Methods Keith Worden and Graeme Manson Presented by Keith Worden The Structural Health Monitoring Process 1. Operational

More information

Ph.D student in Structural Engineering, Department of Civil Engineering, Ferdowsi University of Mashhad, Azadi Square, , Mashhad, Iran

Ph.D student in Structural Engineering, Department of Civil Engineering, Ferdowsi University of Mashhad, Azadi Square, , Mashhad, Iran Alireza Entezami a, Hashem Shariatmadar b* a Ph.D student in Structural Engineering, Department of Civil Engineering, Ferdowsi University of Mashhad, Azadi Square, 9177948974, Mashhad, Iran b Associate

More information

Statistical Damage Detection Using Time Series Analysis on a Structural Health Monitoring Benchmark Problem

Statistical Damage Detection Using Time Series Analysis on a Structural Health Monitoring Benchmark Problem Source: Proceedings of the 9th International Conference on Applications of Statistics and Probability in Civil Engineering, San Francisco, CA, USA, July 6-9, 2003. Statistical Damage Detection Using Time

More information

Enabling Advanced Automation Tools to manage Trajectory Prediction Uncertainty

Enabling Advanced Automation Tools to manage Trajectory Prediction Uncertainty Engineering, Test & Technology Boeing Research & Technology Enabling Advanced Automation Tools to manage Trajectory Prediction Uncertainty ART 12 - Automation Enrique Casado (BR&T-E) enrique.casado@boeing.com

More information

Dynamic System Identification using HDMR-Bayesian Technique

Dynamic System Identification using HDMR-Bayesian Technique Dynamic System Identification using HDMR-Bayesian Technique *Shereena O A 1) and Dr. B N Rao 2) 1), 2) Department of Civil Engineering, IIT Madras, Chennai 600036, Tamil Nadu, India 1) ce14d020@smail.iitm.ac.in

More information

A STRUCTURAL DAMAGE DETECTION INDICATOR BASED ON PRINCIPAL COMPONENT ANALYSIS AND MULTIVARIATE HYPOTHESIS TESTING OVER SCORES

A STRUCTURAL DAMAGE DETECTION INDICATOR BASED ON PRINCIPAL COMPONENT ANALYSIS AND MULTIVARIATE HYPOTHESIS TESTING OVER SCORES 7th European Workshop on Structural Health Monitoring July 8-11, 1. La Cité, Nantes, France More Info at Open Access Database www.ndt.net/?id=1715 A STRUCTURAL DAMAGE DETECTION INDICATOR BASED ON PRINCIPAL

More information

Electricity Demand Probabilistic Forecasting With Quantile Regression Averaging

Electricity Demand Probabilistic Forecasting With Quantile Regression Averaging Electricity Demand Probabilistic Forecasting With Quantile Regression Averaging Bidong Liu, Jakub Nowotarski, Tao Hong, Rafa l Weron Department of Operations Research, Wroc law University of Technology,

More information

742. Time-varying systems identification using continuous wavelet analysis of free decay response signals

742. Time-varying systems identification using continuous wavelet analysis of free decay response signals 74. Time-varying systems identification using continuous wavelet analysis of free decay response signals X. Xu, Z. Y. Shi, S. L. Long State Key Laboratory of Mechanics and Control of Mechanical Structures

More information

Identification of damage in a beam structure by using mode shape curvature squares

Identification of damage in a beam structure by using mode shape curvature squares Shock and Vibration 17 (2010) 601 610 601 DOI 10.3233/SAV-2010-0551 IOS Press Identification of damage in a beam structure by using mode shape curvature squares S. Rucevskis and M. Wesolowski Institute

More information

Methods for including uncertainty in seismic PSA L Raganelli K Ardron

Methods for including uncertainty in seismic PSA L Raganelli K Ardron Methods for including uncertainty in seismic PSA L Raganelli K Ardron Background Earthquakes random events with uncertainty in intensity We want to study their effect on NPP safety and other risk significant

More information

A Mixed Efficient Global Optimization (m- EGO) Based Time-Dependent Reliability Analysis Method

A Mixed Efficient Global Optimization (m- EGO) Based Time-Dependent Reliability Analysis Method A Mixed Efficient Global Optimization (m- EGO) Based Time-Dependent Reliability Analysis Method ASME 2014 IDETC/CIE 2014 Paper number: DETC2014-34281 Zhen Hu, Ph.D. Candidate Advisor: Dr. Xiaoping Du Department

More information

Random Eigenvalue Problems in Structural Dynamics: An Experimental Investigation

Random Eigenvalue Problems in Structural Dynamics: An Experimental Investigation Random Eigenvalue Problems in Structural Dynamics: An Experimental Investigation S. Adhikari, A. Srikantha Phani and D. A. Pape School of Engineering, Swansea University, Swansea, UK Email: S.Adhikari@swansea.ac.uk

More information

EXPERIMENTAL MODAL ANALYSIS OF AN ACTIVELY CONTROLLED SCALED METRO VEHICLE CAR BODY

EXPERIMENTAL MODAL ANALYSIS OF AN ACTIVELY CONTROLLED SCALED METRO VEHICLE CAR BODY ICSV14 Cairns Australia 9-12 July, 2007 EXPERIMENTAL MODAL ANALYSIS OF AN ACTIVELY CONTROLLED SCALED METRO VEHICLE CAR BODY S. Popprath 1, A. Schirrer 2 *, C. Benatzky 2, M. Kozek 2, J. Wassermann 1 1

More information

A Wavelet based Damage Diagnosis Algorithm Using Principal Component Analysis

A Wavelet based Damage Diagnosis Algorithm Using Principal Component Analysis A Wavelet based Damage Diagnosis Algorithm Using Principal Component Analysis K. Krishnan Nair and Anne S. Kiremidian K. Krishnan Nair, Post Doctoral Student, Departments of Civil and Environmental Engineering

More information

Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures

Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures Efficient Reduced Order Modeling of Low- to Mid-Frequency Vibration and Power Flow in Complex Structures Yung-Chang Tan Graduate Student Research Assistant Matthew P. Castanier Assistant Research Scientist

More information

Composite Structures- Modeling, FEA, Optimization and Diagnostics

Composite Structures- Modeling, FEA, Optimization and Diagnostics Composite Structures- Modeling, FEA, Optimization and Diagnostics Ratan Jha Mechanical and Aeronautical Engineering Clarkson University, Potsdam, NY Composite Laminate Modeling Refined Higher Order Displacement

More information

Uncertainty-based multidisciplinary design optimization of lunar CubeSat missions

Uncertainty-based multidisciplinary design optimization of lunar CubeSat missions 4th Interplanetary CubeSat Workshop Uncertainty-based multidisciplinary design optimization of lunar CubeSat missions Xingzhi Hu 3 rd year PhD xh269@cam.ac.uk, huxingzhi@nudt.edu.cn Supervisor: Prof. Geoffrey

More information

Aerospace Science and Technology

Aerospace Science and Technology Aerospace Science and Technology 16 (2012) 70 81 Contents lists available at ScienceDirect Aerospace Science and Technology www.elsevier.com/locate/aescte Aircraft engine health management via stochastic

More information

Bias Correction in Classification Tree Construction ICML 2001

Bias Correction in Classification Tree Construction ICML 2001 Bias Correction in Classification Tree Construction ICML 21 Alin Dobra Johannes Gehrke Department of Computer Science Cornell University December 15, 21 Classification Tree Construction Outlook Temp. Humidity

More information

A Data-driven Approach for Remaining Useful Life Prediction of Critical Components

A Data-driven Approach for Remaining Useful Life Prediction of Critical Components GT S3 : Sûreté, Surveillance, Supervision Meeting GdR Modélisation, Analyse et Conduite des Systèmes Dynamiques (MACS) January 28 th, 2014 A Data-driven Approach for Remaining Useful Life Prediction of

More information

Supplementary Material to General Functional Concurrent Model

Supplementary Material to General Functional Concurrent Model Supplementary Material to General Functional Concurrent Model Janet S. Kim Arnab Maity Ana-Maria Staicu June 17, 2016 This Supplementary Material contains six sections. Appendix A discusses modifications

More information

Feature comparison in structural health monitoring of a vehicle crane

Feature comparison in structural health monitoring of a vehicle crane Shock and Vibration (28) 27 2 27 IOS Press Feature comparison in structural health monitoring of a vehicle crane J. Kullaa and T. Heine Helsinki Polytechnic Stadia, P.O. Box 421, FIN-99, Helsinki, Finland

More information

AN ALTERNATIVE APPROACH TO SOLVE THE RAILWAY MAINTENANCE PROBLEM

AN ALTERNATIVE APPROACH TO SOLVE THE RAILWAY MAINTENANCE PROBLEM AN ALERNAIVE APPROACH O SOLVE HE RAILWAY MAINENANCE PROBLEM Giancarlo Fraraccio, ENEA centro ricerca CASACCIA, FIM-MA-QUAL Italy Gerardo De Canio, ENEA centro ricerca CASACCIA, FIM-MA-QUAL Italy Gianni

More information

In-Flight Engine Diagnostics and Prognostics Using A Stochastic-Neuro-Fuzzy Inference System

In-Flight Engine Diagnostics and Prognostics Using A Stochastic-Neuro-Fuzzy Inference System In-Flight Engine Diagnostics and Prognostics Using A Stochastic-Neuro-Fuzzy Inference System Dan M. Ghiocel & Joshua Altmann STI Technologies, Rochester, New York, USA Keywords: reliability, stochastic

More information

Damage detection in a reinforced concrete slab using outlier analysis

Damage detection in a reinforced concrete slab using outlier analysis Damage detection in a reinforced concrete slab using outlier analysis More info about this article: http://www.ndt.net/?id=23283 Abstract Bilal A. Qadri 1, Dmitri Tcherniak 2, Martin D. Ulriksen 1 and

More information

Modal Based Fatigue Monitoring of Steel Structures

Modal Based Fatigue Monitoring of Steel Structures Modal Based Fatigue Monitoring of Steel Structures Jesper Graugaard-Jensen Structural Vibration Solutions A/S, Denmark Rune Brincker Department of Building Technology and Structural Engineering Aalborg

More information

Sequential Importance Sampling for Rare Event Estimation with Computer Experiments

Sequential Importance Sampling for Rare Event Estimation with Computer Experiments Sequential Importance Sampling for Rare Event Estimation with Computer Experiments Brian Williams and Rick Picard LA-UR-12-22467 Statistical Sciences Group, Los Alamos National Laboratory Abstract Importance

More information

University of Huddersfield Repository

University of Huddersfield Repository University of Huddersfield Repository Pislaru, Crinela Modelling and Simulation of the Dynamic Behaviour of Wheel-Rail Interface Original Citation Pislaru, Crinela (2012) Modelling and Simulation of the

More information

SINGLE DEGREE OF FREEDOM SYSTEM IDENTIFICATION USING LEAST SQUARES, SUBSPACE AND ERA-OKID IDENTIFICATION ALGORITHMS

SINGLE DEGREE OF FREEDOM SYSTEM IDENTIFICATION USING LEAST SQUARES, SUBSPACE AND ERA-OKID IDENTIFICATION ALGORITHMS 3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 24 Paper No. 278 SINGLE DEGREE OF FREEDOM SYSTEM IDENTIFICATION USING LEAST SQUARES, SUBSPACE AND ERA-OKID IDENTIFICATION

More information

Données, SHM et analyse statistique

Données, SHM et analyse statistique Données, SHM et analyse statistique Laurent Mevel Inria, I4S / Ifsttar, COSYS, SII Rennes 1ère Journée nationale SHM-France 15 mars 2018 1 Outline 1 Context of vibration-based SHM 2 Modal analysis 3 Damage

More information

Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK

Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK Fakultät Maschinenwesen Professur für Dynamik und Mechanismentechnik Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK Dipl.-Ing. Johannes Woller Prof.

More information

Evaluating the value of structural heath monitoring with longitudinal performance indicators and hazard functions using Bayesian dynamic predictions

Evaluating the value of structural heath monitoring with longitudinal performance indicators and hazard functions using Bayesian dynamic predictions Evaluating the value of structural heath monitoring with longitudinal performance indicators and hazard functions using Bayesian dynamic predictions C. Xing, R. Caspeele, L. Taerwe Ghent University, Department

More information

Cautious Data Driven Fault Detection and Isolation applied to the Wind Turbine Benchmark

Cautious Data Driven Fault Detection and Isolation applied to the Wind Turbine Benchmark Driven Fault Detection and Isolation applied to the Wind Turbine Benchmark Prof. Michel Verhaegen Delft Center for Systems and Control Delft University of Technology the Netherlands November 28, 2011 Prof.

More information

Research Collection. Basics of structural reliability and links with structural design codes FBH Herbsttagung November 22nd, 2013.

Research Collection. Basics of structural reliability and links with structural design codes FBH Herbsttagung November 22nd, 2013. Research Collection Presentation Basics of structural reliability and links with structural design codes FBH Herbsttagung November 22nd, 2013 Author(s): Sudret, Bruno Publication Date: 2013 Permanent Link:

More information

Effects of Various Uncertainty Sources on Automatic Generation Control Systems

Effects of Various Uncertainty Sources on Automatic Generation Control Systems Effects of Various Uncertainty Sources on Automatic Generation Control Systems D. Apostolopoulou, Y. C. Chen, J. Zhang, A. D. Domínguez-García, and P. W. Sauer University of Illinois at Urbana-Champaign

More information

Basics of Uncertainty Analysis

Basics of Uncertainty Analysis Basics of Uncertainty Analysis Chapter Six Basics of Uncertainty Analysis 6.1 Introduction As shown in Fig. 6.1, analysis models are used to predict the performances or behaviors of a product under design.

More information

Statistical Time Series Methods for Vibration Based Structural Health Monitoring

Statistical Time Series Methods for Vibration Based Structural Health Monitoring Statistical Time Series Methods for Vibration Based Structural Health Monitoring Spilios D. Fassois and Fotis P. Kopsaftopoulos Stochastic Mechanical Systems & Automation (SMSA) Laboratory Department of

More information

Using SDM to Train Neural Networks for Solving Modal Sensitivity Problems

Using SDM to Train Neural Networks for Solving Modal Sensitivity Problems Using SDM to Train Neural Networks for Solving Modal Sensitivity Problems Brian J. Schwarz, Patrick L. McHargue, & Mark H. Richardson Vibrant Technology, Inc. 18141 Main Street Jamestown, California 95327

More information

FAULT DETECTION AND FAULT TOLERANT APPROACHES WITH AIRCRAFT APPLICATION. Andrés Marcos

FAULT DETECTION AND FAULT TOLERANT APPROACHES WITH AIRCRAFT APPLICATION. Andrés Marcos FAULT DETECTION AND FAULT TOLERANT APPROACHES WITH AIRCRAFT APPLICATION 2003 Louisiana Workshop on System Safety Andrés Marcos Dept. Aerospace Engineering and Mechanics, University of Minnesota 28 Feb,

More information

Dr Ian R. Manchester

Dr Ian R. Manchester Week Content Notes 1 Introduction 2 Frequency Domain Modelling 3 Transient Performance and the s-plane 4 Block Diagrams 5 Feedback System Characteristics Assign 1 Due 6 Root Locus 7 Root Locus 2 Assign

More information

SAFETY AND SENSITIVITY ANALYSIS OF THE ADVANCED AIRSPACE CONCEPT FOR NEXTGEN

SAFETY AND SENSITIVITY ANALYSIS OF THE ADVANCED AIRSPACE CONCEPT FOR NEXTGEN SAFETY AND SENSITIVITY ANALYSIS OF THE ADVANCED AIRSPACE CONCEPT FOR NEXTGEN John Shortle, Lance Sherry, George Mason University, Fairfax, VA Arash Yousefi, Richard Xie, Metron Aviation, Fairfax, VA Abstract

More information

Design for Reliability and Robustness through probabilistic Methods in COMSOL Multiphysics with OptiY

Design for Reliability and Robustness through probabilistic Methods in COMSOL Multiphysics with OptiY Presented at the COMSOL Conference 2008 Hannover Multidisciplinary Analysis and Optimization In1 Design for Reliability and Robustness through probabilistic Methods in COMSOL Multiphysics with OptiY In2

More information

However, reliability analysis is not limited to calculation of the probability of failure.

However, reliability analysis is not limited to calculation of the probability of failure. Probabilistic Analysis probabilistic analysis methods, including the first and second-order reliability methods, Monte Carlo simulation, Importance sampling, Latin Hypercube sampling, and stochastic expansions

More information

Rozwiązanie zagadnienia odwrotnego wyznaczania sił obciąŝających konstrukcje w czasie eksploatacji

Rozwiązanie zagadnienia odwrotnego wyznaczania sił obciąŝających konstrukcje w czasie eksploatacji Rozwiązanie zagadnienia odwrotnego wyznaczania sił obciąŝających konstrukcje w czasie eksploatacji Tadeusz Uhl Piotr Czop Krzysztof Mendrok Faculty of Mechanical Engineering and Robotics Department of

More information

Fault Detection and Isolation of the Wind Turbine Benchmark: an Estimation-based Approach

Fault Detection and Isolation of the Wind Turbine Benchmark: an Estimation-based Approach Milano (Italy) August - September, 11 Fault Detection and Isolation of the Wind Turbine Benchmark: an Estimation-based Approach Xiaodong Zhang, Qi Zhang Songling Zhao Riccardo Ferrari Marios M. Polycarpou,andThomas

More information

A Probabilistic Damage Identification Method for Shear Structure Components Based on Cross-Entropy Optimizations

A Probabilistic Damage Identification Method for Shear Structure Components Based on Cross-Entropy Optimizations entropy Article A Probabilistic Damage Identification Method for Shear Structure Components Based on Cross-Entropy Optimizations Xuefei Guan 1, Yongxiang Wang 2 and Jingjing He 3, * 1 Siemens Corporation,

More information

VIBRATION-BASED DAMAGE DETECTION UNDER CHANGING ENVIRONMENTAL CONDITIONS

VIBRATION-BASED DAMAGE DETECTION UNDER CHANGING ENVIRONMENTAL CONDITIONS VIBRATION-BASED DAMAGE DETECTION UNDER CHANGING ENVIRONMENTAL CONDITIONS A.M. Yan, G. Kerschen, P. De Boe, J.C Golinval University of Liège, Liège, Belgium am.yan@ulg.ac.be g.kerschen@ulg.ac.bet Abstract

More information

Substructure-level based method for damage quantification in determinant trusses

Substructure-level based method for damage quantification in determinant trusses Substructure-level based method for damage quantification in determinant trusses B. Blachowski 1, Y. An 2, B.F. Spencer 3 Jr. 1 Institute of Fundamental Technological Research, Pawinskiego 5B, 02-106 Warsaw,

More information

Benchmark Data for Structural Health Monitoring

Benchmark Data for Structural Health Monitoring Benchmark Data for Structural Health Monitoring Jyrki Kullaa To cite this version: Jyrki Kullaa. Benchmark Data for Structural Health Monitoring. Le Cam, Vincent and Mevel, Laurent and Schoefs, Franck.

More information

Structural Health Monitoring Using Statistical Pattern Recognition Techniques

Structural Health Monitoring Using Statistical Pattern Recognition Techniques Hoon Sohn Engineering Sciences & Applications Division, Engineering Analysis Group, M/S C926 e-mail: sohn@lanl.gov Charles R. Farrar Engineering Sciences & Applications Division, Engineering Analysis Group,

More information

A Bayesian. Network Model of Pilot Response to TCAS RAs. MIT Lincoln Laboratory. Robert Moss & Ted Londner. Federal Aviation Administration

A Bayesian. Network Model of Pilot Response to TCAS RAs. MIT Lincoln Laboratory. Robert Moss & Ted Londner. Federal Aviation Administration A Bayesian Network Model of Pilot Response to TCAS RAs Robert Moss & Ted Londner MIT Lincoln Laboratory ATM R&D Seminar June 28, 2017 This work is sponsored by the under Air Force Contract #FA8721-05-C-0002.

More information

Technical work in WP2 and WP5

Technical work in WP2 and WP5 Technical work in WP2 and WP5 UNIZG-FER Mato Baotić, Branimir Novoselnik, Jadranko Matuško, Mario Vašak, Andrej Jokić Aachen, October 9, 2015 This project has received funding from the European Union s

More information

Robustness analysis of sensor placement for leak detection and location under uncertain operating conditions

Robustness analysis of sensor placement for leak detection and location under uncertain operating conditions Robustness analysis of sensor placement for leak detection and location under uncertain operating conditions Joaquim Blesa a, Fatiha Nejjari b, Ramon Sarrate b a Institut de Robòtica i Informàtica Industrial

More information

Los Alamos NATIONAL LABORATORY

Los Alamos NATIONAL LABORATORY Validation of Engineering Applications at LANL (*) Thomas A. Butler Scott W. Doebling François M. Hemez John F. Schultze Hoon Sohn Group National Laboratory, New Mexico, U.S.A. National Laboratory Uncertainty

More information

DAMAGE DETECTION WITH INTERVAL ANALYSIS FOR UNCERTAINTIES QUANTIFICATION

DAMAGE DETECTION WITH INTERVAL ANALYSIS FOR UNCERTAINTIES QUANTIFICATION DAMAGE DETECTION WITH INTERVAL ANALYSIS FOR UNCERTAINTIES QUANTIFICATION Gang Liu 1, 2,*, Zhu Mao 3, Jun Luo 2 1. Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing

More information

Computational and Experimental Approach for Fault Detection of Gears

Computational and Experimental Approach for Fault Detection of Gears Columbia International Publishing Journal of Vibration Analysis, Measurement, and Control (2014) Vol. 2 No. 1 pp. 16-29 doi:10.7726/jvamc.2014.1002 Research Article Computational and Experimental Approach

More information

Spacecraft Structures

Spacecraft Structures Tom Sarafin Instar Engineering and Consulting, Inc. 6901 S. Pierce St., Suite 384, Littleton, CO 80128 303-973-2316 tom.sarafin@instarengineering.com Functions Being Compatible with the Launch Vehicle

More information

Available online at ScienceDirect. Procedia IUTAM 13 (2015 ) 90 97

Available online at  ScienceDirect. Procedia IUTAM 13 (2015 ) 90 97 Available online at www.sciencedirect.com ScienceDirect Procedia IUTAM 13 (201 ) 90 97 IUTAM Symposium on Dynamical Analysis of Multibody Systems with Design Uncertainties Robust design in multibody dynamics

More information

Dynamic Data Modeling, Recognition, and Synthesis. Rui Zhao Thesis Defense Advisor: Professor Qiang Ji

Dynamic Data Modeling, Recognition, and Synthesis. Rui Zhao Thesis Defense Advisor: Professor Qiang Ji Dynamic Data Modeling, Recognition, and Synthesis Rui Zhao Thesis Defense Advisor: Professor Qiang Ji Contents Introduction Related Work Dynamic Data Modeling & Analysis Temporal localization Insufficient

More information

SURROGATE MODELLING FOR STOCHASTIC DYNAMICAL

SURROGATE MODELLING FOR STOCHASTIC DYNAMICAL SURROGATE MODELLING FOR STOCHASTIC DYNAMICAL SYSTEMS BY COMBINING NARX MODELS AND POLYNOMIAL CHAOS EXPANSIONS C. V. Mai, M. D. Spiridonakos, E. N. Chatzi, B. Sudret CHAIR OF RISK, SAFETY AND UNCERTAINTY

More information

Fault Tolerant Control of Wind Turbines using Unknown Input Observers

Fault Tolerant Control of Wind Turbines using Unknown Input Observers Fault Tolerant Control of Wind Turbines using Unknown Input Observers Peter Fogh Odgaard Jakob Stoustrup kk-electronic a/s, 7430 Ikast, Denmark (Tel: +45 21744963; e-mail: peodg@kk-electronic.com). Aalborg

More information

Stochastic optimization - how to improve computational efficiency?

Stochastic optimization - how to improve computational efficiency? Stochastic optimization - how to improve computational efficiency? Christian Bucher Center of Mechanics and Structural Dynamics Vienna University of Technology & DYNARDO GmbH, Vienna Presentation at Czech

More information

Dessi, D., D Orazio, D.

Dessi, D., D Orazio, D. CORRELATION OF MODEL-SCALE AND FULL-SCALE DATA: SENSOR VALIDATION AND ELASTIC SCALING EVALUATION Dessi, D., D Orazio, D. INSEAN-CNR Rome - Italy 1 Project structure hydroelastic side This work was funded

More information

Fault tolerant tracking control for continuous Takagi-Sugeno systems with time varying faults

Fault tolerant tracking control for continuous Takagi-Sugeno systems with time varying faults Fault tolerant tracking control for continuous Takagi-Sugeno systems with time varying faults Tahar Bouarar, Benoît Marx, Didier Maquin, José Ragot Centre de Recherche en Automatique de Nancy (CRAN) Nancy,

More information

SEISMIC RELIABILITY ANALYSIS OF BASE-ISOLATED BUILDINGS

SEISMIC RELIABILITY ANALYSIS OF BASE-ISOLATED BUILDINGS International Symposium on Engineering under Uncertainty: Safety Assessment and Management January 4 to 6, 2012 Paper No.: CNP 070 SEISMIC RELIABILITY ANALYSIS OF BASE-ISOLATED BUILDINGS M.C. Jacob 1,

More information

Estimating functional uncertainty using polynomial chaos and adjoint equations

Estimating functional uncertainty using polynomial chaos and adjoint equations 0. Estimating functional uncertainty using polynomial chaos and adjoint equations February 24, 2011 1 Florida State University, Tallahassee, Florida, Usa 2 Moscow Institute of Physics and Technology, Moscow,

More information

STATISTICAL DAMAGE IDENTIFICATION TECHNIQUES APPLIED TO THE I-40 BRIDGE OVER THE RIO GRANDE RIVER

STATISTICAL DAMAGE IDENTIFICATION TECHNIQUES APPLIED TO THE I-40 BRIDGE OVER THE RIO GRANDE RIVER STATISTICAL DAMAGE IDENTIFICATION TECHNIQUES APPLIED TO THE I-4 BRIDGE OVER THE RIO GRANDE RIVER Scott W. Doebling 1, Charles R. Farrar 2 Los Alamos National Laboratory Los Alamos, NM, 87545 ABSTRACT The

More information

MODEL-BASED fault detection and isolation

MODEL-BASED fault detection and isolation Robust Fault Diagnosis of Non-linear Systems using Interval Constraint Satisfaction and Analytical Redundancy Relations Sebastian Tornil-Sin, Carlos Ocampo-Martinez, Vicenç Puig and Teresa Escobet Abstract

More information