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Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

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Page 1: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Where Non-Smooth Systems Appear in Structural Dynamics

Keith WordenDynamics Research GroupDepartment of Mechanical EngineeringUniversity of Sheffield

Page 2: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

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.

Page 3: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

So, where are the problems in Structural Dynamics?

System IdentificationStructural Health MonitoringActive/passive control of vibrationsControl…

Page 4: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

System IdentificationAutomotive damper (shock absorber)

Designed to be nonlinear.

Physical model prohibitively complicated.

Bilinear.

Page 5: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

System ID

Standard 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.

Page 6: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Everything OK if we know d – linear in the parameters.

Otherwise need nonlinear least-squares.

Iterative - need good initial estimates.

Can use Genetic Algorithm.

Page 7: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Genetic AlgorithmEncode parameters as binary

bit-string – Individuals.Work with population of

solutions.Combine solutions via genetic

operators:

Selection

Crossover

MutationMinimise cost function:

21 2

1

ˆ( , , , , ) ( )N

i ii

J m c k k d y y

Page 8: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Excellent solution:

Derivative-free.

‘Avoids local minima’.

No need to differentiate/integrate time data.

Directly optimises on ‘Model Predicted Output’ as opposed to ‘One-step-ahead’ predictions.

Page 9: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

HysteresisSystems with ‘memory’:

Bouc-Wen model is versatile.

( )

| | | |n n

my 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.

Page 10: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Hydromount

Contains viscoelastic elements.

Valves (like shock absorber) produce non-smooth nonlinearity.

Page 11: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Freudenberg Model1 2

32 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

Page 12: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

FrictionVery significant for high-speed, high-accuracy

machining.

Need:Friction models,Control strategies.

Most basic model is Coulomb friction:

( ) sgn( )cF y F y

Page 13: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Far too simplistic:Static/dynamic friction.Presliding/sliding regimes.Stribeck effect…

Various models in use: white/grey/black.

Page 14: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Stribeck Curve

Page 15: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

LuGre Model0 1 2

0

0

| |

( )

( )| |

1

LG

c s c

s

F z z y b

y zz y

s y

F F Fs y

yv

Page 16: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

An Experiment

Page 17: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield
Page 18: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Particle Damper

Page 19: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Structural Health MonitoringRytter’s hierarchy:DetectionLocationSeverityPrognosis

Two main approaches:Inverse problemPattern Recognition

Page 20: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Are These Systems Damaged?

Did you use pattern recognition?

Page 21: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Pattern Recognition: D2DData acquisitionPre-processingFeature extractionClassificationDecision

Critical step is often Feature Extraction.

Page 22: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Dog or Cat

Page 23: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Nonlinearity Again

Often, 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 like Liapunov exponents of time-series; if chaos is observed, system must be nonlinear. But…

Page 24: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Tests for NonlinearityHomogeneityReciprocityCoherenceFRF distortionHilbert transformCorrelation functions

Page 25: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Correlation functions

Force

Deformation

])(')('[)( 2

'' 2 ixkixEkxx

Page 26: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Holder Exponent

Acceleration time-histories

Holder exponent (In-Axis)

Page 27: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

SDOF Model of Cracked Beam

Parameter α ‘represents’ depth of crack

Page 28: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Bifurcation diagram for α = 0.2.

Page 29: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Problem is that system bifurcates and shifts in and out of chaos; features like liapunov exponents, correlation dimension etc. will not always work and are not monotonically increasing with damage severity.

Figure shows dependence on frequency, but same picture appears with ‘crack depth’ as independent variable

Are there better features?

Page 30: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

Rocking (Thanks to Lawrie Virgin)

Page 31: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield
Page 32: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield
Page 33: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

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).

Page 34: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

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 methods

for systems that bifurcate.

Page 35: Where Non-Smooth Systems Appear in Structural Dynamics Keith Worden Dynamics Research Group Department of Mechanical Engineering University of Sheffield

AcknowledgementsLawrie Virgin (Duke University)Chuck Farrar, Gyuhae Park (Los Alamos

National Laboratory)Farid Al Bender (KUL, Leuven)Jem Rongong, Chian Wong, Brian Deacon,

Jonny Haywood (University of Sheffield)Andreas Kyprianou (University of Cyprus)