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    Where Non-Smooth Systems

    Appear in Structural Dynamics

    Keith Worden

    Dynamics Research GroupDepartment of Mechanical Engineering

    University of Sheffield

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    NonlinearityNonlinearity is present in many engineering problems:

    Demountable structures with clearances and friction.

    Flexible structures large amplitude motions.Aeroelasticity limit cycles.

    Automobiles: squeaks and rattles, brake squeal,dampers.

    Vibration isolation: viscoelastics, hysteresis.

    Sensor/actuator nonlinearity: piezoelectrics

    In many cases, the nonlinearity is non-smooth.

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    So, where are the problems in Structural Dynamics?

    System Identification

    Structural Health MonitoringActive/passive control of vibrations

    Control

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    System IdentificationAutomotive damper

    (shock absorber)

    Designed to be

    nonlinear.

    Physical model

    prohibitively complicated.Bilinear.

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    System IDStandard SDOF system,

    ( ) ( ) ( )my h y f y x t

    If nonlinearities are linear in the parameters there are

    many powerful techniques available.

    Even the most basic piecewise-linear system presents a

    problem.

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    Everything OK if we

    know d linear in the

    parameters.

    Otherwise need

    nonlinear least-squares.

    Iterative - need goodinitial estimates.

    Can use Genetic

    Algorithm.

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    Genetic Algorithm Encode parameters as binary

    bit-string Individuals.

    Work with population of

    solutions. Combine solutions via genetic

    operators:

    Selection

    Crossover

    Mutation

    Minimise cost function:

    2

    1 2

    1

    ( , , , , ) ( )N

    i i

    i

    J m c k k d y y

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    Excellent solution:

    Derivative-free.

    Avoids local minima.

    No need to

    differentiate/integrate

    time data.

    Directly optimises on

    Model PredictedOutput as opposed to

    One-step-ahead

    predictions.

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    HysteresisSystems with memory:

    Bouc-Wen model is versatile.

    ( )

    | | | |n nmy cy ky z x t

    z y z z y Ay

    Nonlinear in the parameters.

    Unmeasured state z.

    Can use GA again or Differential Evolution.

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    HydromountContains viscoelastic elements.

    Valves (like shock absorber)produce non-smooth

    nonlinearity.

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    Freudenberg Model1 2

    3

    2 1 2 2 2 3 4 4 1 3

    3 4

    4 1 2 4 4 4 2 3 3 4

    4 5 4 3 3 4 6 1 3

    7 3 3 3 3 3

    8 2 4 9 1 3 10

    ( ) ( )

    ( | | ) | |

    ( | |) | | ( )| | ( sgn( ))

    ( ) ( )

    t t

    t

    t

    t t t t t

    z z

    z l z l z l z z l z z z

    z z

    z h z z z z z h z h z

    h h z h z z h z z z h z h z h z

    F h z z z h z z z h z k z

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    FrictionVery significant for high-speed, high-accuracy

    machining.

    Need: Friction models,

    Control strategies.

    Most basic model is Coulomb friction:

    ( ) sgn( )cF y F y

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    Far too simplistic:

    Static/dynamic friction.

    Presliding/sliding regimes.

    Stribeck effect

    Various models in use: white/grey/black.

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    Stribeck Curve

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    LuGre Model0 1 2

    0

    0

    | |

    ( )

    ( )

    | |1

    LG

    c s c

    s

    F z z y b

    y z

    z y s y

    F F Fs y

    y

    v

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    An Experiment

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    Particle Damper

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    Structural Health MonitoringRytters hierarchy:

    Detection

    Location Severity

    Prognosis

    Two main approaches:

    Inverse problem

    Pattern Recognition

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    Are These Systems Damaged?

    Did you use pattern recognition?

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    Pattern Recognition: D2D Data acquisition

    Pre-processing

    Feature extraction Classification

    Decision

    Critical step is often Feature Extraction.

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    Dog or Cat

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    Nonlinearity AgainOften, the occurrence of damage will change the

    structure of interest from a linear system to a

    nonlinear system e.g. a breathing crack.

    This observation can be exploited in terms of selection

    of features, e.g. one can work with features likeLiapunov exponents of time-series; if chaos is

    observed, system must be nonlinear. But

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    Tests for Nonlinearity Homogeneity

    Reciprocity

    Coherence FRF distortion

    Hilbert transform

    Correlation functions

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    Correlation functions Force

    Deformation

    ])(')('[)( 2''2 ixkixEk

    xx

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    Holder Exponent

    Acceleration time-histories

    Holder exponent (In-Axis)

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    SDOF Model of Cracked Beam

    Parameter

    represents depth of

    crack

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    Bifurcation diagram for = 0.2.

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    Problem is that system bifurcates and shifts in and outof chaos; features like liapunov exponents,correlation dimension etc. will not always work and

    are not monotonically increasing with damageseverity.

    Figure shows dependence on frequency, but same

    picture appears with crack depth as independentvariable

    Are there better features?

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    Rocking (Thanks to Lawrie Virgin)

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    What needs to be done? Development of signal processing tools like

    estimator of Holder exponent.

    Better friction models (white/grey/black).

    Parameter estimation/optimisation methods (as a

    side-issue, convergence results for GAs etc.)

    Control methods for non-smooth systems.

    Versatile hysteresis models. Understanding of high-dimensional nonlinear models

    (e.g. FE).

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    Quantities that increase monotonically with severity

    of nonlinearity?

    Engineers like random excitation - tools for

    stochastic DEs and PDEs with non-smooth

    nonlinearities.

    Contact/friction models for DEM.

    Sensitivity analysis/uncertainty propagation methodsfor systems that bifurcate.

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    Acknowledgements Lawrie Virgin (Duke University)

    Chuck Farrar, Gyuhae Park (Los Alamos NationalLaboratory)

    Farid Al Bender (KUL, Leuven)

    Jem Rongong, Chian Wong, Brian Deacon, JonnyHaywood (University of Sheffield)

    Andreas Kyprianou (University of Cyprus)