Vibration Based FuzzyNeural System for Structural Health Monitoring PowerPoint PPT Presentation

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Title: Vibration Based FuzzyNeural System for Structural Health Monitoring


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Vibration Based Fuzzy-Neural System for
Structural Health Monitoring
  • Lakshmanan Meyyappan (Laks)

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Vibration Based Fuzzy-Neural System for
Structural Health Monitoring
  • Objective
  • Overall System
  • Experimental Setup
  • Damage Detection
  • Fuzzy Logic Decision System
  • Neural Network Prediction System
  • Research Findings
  • Future Work

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Objectives
  • The main goal is to develop a practical
    real-time structural health monitoring system
    using smart systems engineering concepts and
    tools.

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2. Overall System
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3. Experimental Setup
  • Data Type
  • Data Acquisition Method
  • Experiment
  • Data Analysis

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3.1 Data Type
  • Acoustic or ultrasonic
  • X-radiography
  • Eddy-currents
  • Microwaves
  • Magnetic fields
  • Thermal fields
  • Vibration Signatures
  • Many more

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3.1.1 Vibration Signatures
  • It must be a non-destructive evaluation (NDE)
    technique
  • It should be able to monitor the structure on a
    global basis
  • It must not cause any disruption to the normal
    operation of the structure
  • The equipment used for collecting data should not
    be bulky, must be easy to replace and must be
    reliable
  • Initial and operating costs should not be very
    high
  • It must be sensitive and must be able to detect
    small damages

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3.1.1 Vibration Signatures
  • The basic premise of vibration based structural
    health monitoring is that damage in the structure
    or change in its physical properties (i.e.,
    stiffness, mass and/or damping) will, in turn,
    alter the dynamic response of the system

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3.1.1 Vibration Signatures
  • Advantages
  • NDE Technique
  • Global Analysis
  • Normal Operation of the Structure
  • Small
  • Reliable
  • Less Expensive (both initial and operating costs)
  • Sensitive
  • Disadvantages
  • Unsupervised Learning Mode
  • Data Accuracy (Potential problem with any type of
    data)

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3.2 Data Acquisition Methods
  • The Structure has to be excited by some means to
    collect vibration data
  • Measured Input Excitation Methods
  • Step Relaxations
  • Shakers
  • Ambient Excitation Methods
  • Test Vehicle Method

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3.2.1 Test Vehicle Method
  • Advantages
  • Realistic
  • Easy to collect (not as tedious as the measured
    input excitation methods)
  • Does not cause damage to the structure
  • Normal operation of structure is possible 3.1.1
    Vibration Signatures
  • Disadvantages
  • The collected data depends on the type of test
    vehicle, traffic on the bridge, speed of the
    vehicle

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3.3 Experiment
  • Teardrop
  • Bridge

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3.4 Data Analysis
  • Pre-Processing
  • Feature Selection
  • Signal processing
  • Data Cleansing

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3.4.1 Pre-Processing
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3.4.2 Feature Selection
  • Feature selection involves condensing the data
    and finding out a distinguished feature that can
    be used as an input to a tool, which would
    analyze the data and detect damage.
  • Peak
  • Mean
  • Median
  • Mode

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3.4.3 Signal Processing
  • Processing the raw data to get some useful
    information (Also reduces the dimension of the
    data)
  • Fourier Transform
  • Sampling and Quantization
  • Power Spectrum

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3.4.3 Signal Processing
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3.4.4 Data Cleansing
  • Data cleansing is the process of selectively
    choosing data to accept for, or reject from the
    feature selection process.
  • Power Spectrum Peak Values

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4. Damage Detection
  • Interesting Facts on Extensive Analysis
  • Vibration Value ( Power Spectrum Peaks) vary with
    speed and mass of the vehicle, and few other
    parameters like the temperature.
  • All these relations are non linear
  • Even though vibration varies with a number of
    parameters, the pattern, that is, its relation
    with a different member remains the same.

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4. Damage Detection
  • For simplicity of explanation the data collected
    with the sensors attached to the above five
    locations are used.

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4. Damage Detection
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4. Damage Detection
  • Relationship between the members remains
    the same that is member 3 has the highest power
    spectrum value in all of the above cases followed
    by member 1, 5, 4 and 2 respectively

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4. Damage Detection
  • At all different conditions the relationship
    between the members remains the same that is
    member 3 has the highest power spectrum value in
    all of the above cases followed by member 1, 5, 4
    and 2 respectively
  • This is true for any number of members
  • Advantage
  • Independent of all other conditions like speed,
    mass, type of the vehicle.

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Why Fuzzy Logic Neural Networks
  • Fuzzy logic and neural networks are used to make
    the predictions because of their inherent
    robustness and their abilities to handle
    nonlinearities and uncertainties in structural
    behavior
  • Conventional decision making systems and control
    systems rely on the accuracy of the modeling of
    the system dynamics. A fuzzy system does not
    require accurate dynamic modeling

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5. Fuzzy Logic Decision System
  • Goal To take power spectrum values of various
    members as input and predict a possible damage
  • Method Fuzzy Ranking System

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5.1 Fuzzy Ranking System
  • 101 Membership functions
  • Triangular Membership functions

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5.1 Fuzzy Ranking System
  • Zadeh Operators
  • AND gt use the minimum of the options.
  • OR gt use the maximum of the options
  • NOT gt use 1-option
  • Zadeh Implications
  • AND For combining two different input classes.
  • OR When choosing the membership value that
    belongs to an output class.
  • NOT While combining two incompatible input
    classes.

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5.1 Fuzzy Ranking System
  • Fuzzy Ranking based on Fuzzy Integral values
    calculated using the formula
  • where a, b, c are the vertices of the triangular
    membership functions
  • Alpha is the index of optimism and it varies
    between 0 and 1

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5. Fuzzy Logic Decision System
  • Output
  • The bridge is perfect
  • The members 2, 3 may be damaged
  • This output is fed to the neural networks.

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6. Neural Network Prediction System
  • Goal To make the final prediction on the
    condition of the bridge
  • Inputs
  • Fuzzy logic system output
  • Speed of the vehicle ( Speed Gun output)

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6. Neural Network Prediction System
  • Input 100 Data Points (speed)
  • Target 100 Data Points (Power
    Spectrum Peak Value)
  • Algorithm Back Propagation (LM Method)
  • Layers 2 Layers 15 1
  • Transfer
  • Functions Tansig Purelin
  • Error Rate 1e-8
  • Max Epochs 1500

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6. Neural Network Prediction System
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6. Neural Network Output
  • The Member N is Fine
  • The Member N has Small Damage
  • The Member N has Medium Damage
  • The Member N has Large Damage

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7. Research Findings
  • Real-time Health Monitoring
  • Global Monitoring
  • NDE Technique
  • Simple, Low Cost and Reliable

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8. Future Work
  • Finite Element Analysis for simulating damaged
    member data
  • Fuzzy Clustering instead of Fuzzy Ranking
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