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Multiple outputs operational modal identification of time-varying - - PowerPoint PPT Presentation

Multiple outputs operational modal identification of time-varying systems Mathieu BERTHA University of Lige (Belgium) Friday, February 23, 2018 The global framework of this research is the modal identification of structures It is a pretty


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Multiple outputs operational modal identification

  • f time-varying systems

Mathieu BERTHA

University of Liège (Belgium)

Friday, February 23, 2018

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SLIDE 2

The global framework of this research is the modal identification of structures

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 1

It is a pretty large field of structural analysis It can be decomposed in: ◮ Experimental or Operational Modal Analysis ◮ Linear or Nonlinear Systems ◮ Time Invariant or Time-Varying ◮ Single or Multiple Outputs ◮ And any of their combinations...

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SLIDE 3

The global framework of this research is the modal identification of structures

Nonlinear Output only Time variant Well assessed Not fully exploited Under development

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 2

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SLIDE 4

Why time-varying behaviour can occur ?

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 3

Several possible origins : ◮ Structural changes ◮ Operating conditions ◮ Damage occurrence

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SLIDE 5

MDOF linear time-varying mechanical systems are considered

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 4

M(t) ¨ y(t) + C(t) ˙ y(t) + K(t) y(t) = f(t) The dynamics of such systems is characterized by : ◮ Non-stationary time series ◮ Instantaneous modal properties

◮ Frequencies : ωr(t) ◮ Damping ratio’s : ζr(t) ◮ Modal deformations : vr(t)

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SLIDE 6

Outline of the presentation

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 5

Several identification methods are proposed in the thesis The presentation is organized as follows: Non-parametric approach ◮ Presentation of the experimental setup Combined parametric and non-parametric approach Fully parametric approaches Applications to more complex cases

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SLIDE 7

Some classical signal processing techniques can deal with nonstationary signals

Time-frequency representations:

Short-time Fourier transform Wavelet analysis Wigner-Ville distribution

Signal decomposition methods:

Hilbert-Huang Transform (HHT) Hilbert Vibration Decomposition (HVD)

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 6

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SLIDE 8

The Hilbert Transform

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 7

The Hilbert transform H of a signal x(t) is the convolution product of this signal with the impulse response h(t) =

1 π t

˜ x(t) = H(x(t)) = (h(t) ∗ x(t)) = p.v.

+∞

−∞

x(τ)h(t − τ) dτ = 1 π p.v.

+∞

−∞

x(τ) t − τ dτ

It is a particular transform that remains in the same domain as the original signal It corresponds to a phase shift of π

2 of the signal

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SLIDE 9

The Hilbert transform is used to build the complex analytic form of a signal

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 8

The analytic signal z is built as z(t) = x(t) + i H(x(t)) = A(t) eiφ(t) In the frequency domain, the analytic signal becomes a one-sided signal

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SLIDE 10

The analytic signal can be seen as a rotating phasor in the complex plane

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 9

Time x x i × H(x) Time H(x)

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SLIDE 11

It is suitable to find the envelope

  • f the signal

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 10

The instantaneous envelope of the signal is given by the absolute value of the analytic signal A(t) = |z(t)|

x Time x(t) A(t)

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SLIDE 12

It also gives information about the instantaneous phase

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 11

The instantaneous phase angle of the signal is given by the argument of the analytic signal φ(t) = ∠z(t) The time derivative of the phase angle gives the instantaneous frequency ω(t) = dφ(t) dt

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The Hilbert transform is powerful but only meaningful for monocomponent signals

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 12

Let us consider a 2-component signal mixture

Time Time Time

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SLIDE 14

Signal decomposition methods

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 13

In order to get meaningful instantaneous frequencies, the signals have to be decomposed. Two good candidates exist: The Empirical Mode Decomposition method ◮ Successive extraction of the highest instantaneous frequency component The Hilbert Vibration Decomposition Method ◮ Successive extraction of the highest instantaneous amplitude component

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The Empirical Mode Decomposition sifting process

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 14

The EMD method iteratively removes the mean of the upper and lower envelopes computed by spline fitting

Iteration 1 Time Iteration n IMF

1

Iterations

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The Hilbert Vibration Decomposition sifting process

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 15

x(t) Analytic signal z(t) = x(t) + i H(x(t)) Frequency extraction ω(t) = dφ(t)

dt

= d∠z(t)

dt

Lowpass filtering ω(t) → ωk(t) Synchronous demodulation xk(t) Sifting process x(t) := x(t) − xk(t)

Main signal Dominant component Secondary component

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SLIDE 17

The HVD method in that scheme has some drawbacks

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 16

It is applicable to single channel measurement The application on multiple channels has to be done in parallel In a multivariate case, all the modes have to be excited at each time instant on all the channels The method will always follow the instantaneous dominant mode

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SLIDE 18

Example: a simple 2–DoF time–variant system

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 17

System properties: ◮ m1 = 3 [kg] ◮ m2 = 1 [kg] ◮ k1 = 20000 [N/m] ◮ c1 = 3 [N.s/m] ◮ k2 = 25000 ց 5000 [N/m]

20 40

Frequency [Hz]

5 10 15

Time [s]

20 40

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SLIDE 19

Application of the HVD method on each channel

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 18

A simple application of the HVD method on each channel leads to mode mixing

  • 5

5 10 -3 20 40 Frequency [Hz] 5 10 15 20 40 Frequency [Hz]

  • 5

5 10 -3 5 10 15 Time [s]

  • 2

2 10 -3

  • 5

5 10 -3 20 40 Frequency [Hz] 5 10 15 20 40 Frequency [Hz]

  • 5

5 10 -3 5 10 15 Time [s]

  • 2

2 10 -3

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In the case of multiple channel measurements, a source separation step is introduced in the algorithm

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 19 x(t) Source separation x(t) → s(t) Analytic signal z(t) = s1(t) + i H(s1(t)) Phase extraction φ(t) = ∠z(t) Trend extraction φ(t) → φ(k)(t) VKF φ(k)(t) → x(k)(t), vk(t) Sifting process x(t) := x(t) − x(k)(t)

The sources are used as references to get the instantaneous frequencies A trend extraction method computes the phase of the dominant mode A Vold-Kalman filter (VKF) is used for component extraction

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SLIDE 21

Introducing a source separation method can help to avoid the mode mixing phenomenon

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 20

A Blind Source Separation method (BSS) separates a set of signals in a set of uncorrelated or independent sources

  • 0.04
  • 0.02

0.02 0.04 20 40 Frequency [Hz] 5 10 15 20 40 Frequency [Hz]

  • 5

5 10 -3 5 10 15 Time [s]

  • 5

5 10 -3

  • 0.04
  • 0.02

0.02 0.04 20 40 Frequency [Hz] 5 10 15 20 40 Frequency [Hz]

  • 2

2 10 -3 5 10 15 Time [s]

  • 2

2 10 -3

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The experimental setup

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 21

The experimental setup is an aluminum beam with a moving mass. The whole system is supported by springs and excited by a shaker. ◮ 2.1 meter long and 8 × 2 cm for the cross section ◮ 9 kg for the beam and ≈ 3.5 kg for the moving mass (ratio of 38.6 %) ◮ The excitation and measurements are performed with a Siemens LMS system

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Time invariant modal identification

  • f the beam subsystem

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 22

130 100 50 10 20 30 40 60 70 80 90 110 120 Frequency [Hz] CMIF

  • s

v v v v

  • v

v v v s s v v s v v s s s s s s s s v s s

  • s

s s s v s s s s v s s s s v s s s s v s s s s s s s s s s s s s s v s s s v s s s s s v s s s s v s s s s v s s s s s s s s s v s s s s v s s s s v s s s v s s s s s s s s s s s s s s s s s s s s s s s s s v s s s v s s s s s s s s s s s s s s s s s s s s s s s s s 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

εf : 1% εζ : 1% εV : 1% 9.8 Hz 30.43 Hz 39.23 Hz 53.32 Hz 99.22 Hz

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SLIDE 24

Time-varying dynamics of the system

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 23

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SLIDE 25

The sifting process and the benefit of the source separation

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 24 x(t) Source separation x(t) → s(t) Analytic signal z(t) = s1(t) + i H(s1(t)) Phase extraction φ(t) = ∠z(t) Trend extraction φ(t) → φ(k)(t) VKF φ(k)(t) → x(k)(t), vk(t) Sifting process x(t) := x(t) − x(k)(t)

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SLIDE 26

All the modes are extracted after few iterations

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 25 x(t) Source separation x(t) → s(t) Analytic signal z(t) = s1(t) + i H(s1(t)) Phase extraction φ(t) = ∠z(t) Trend extraction φ(t) → φ(k)(t) VKF φ(k)(t) → x(k)(t), vk(t) Sifting process x(t) := x(t) − x(k)(t)

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SLIDE 27

Finally the mode shapes can be retrieved in the VKF process

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 26

As an example the fifth mode is represented The inertia effect of the mass is visible when it passes at the nodes of vibration

(a) t = 0 s. (b) t = 5 s. (c) t = 10 s. (d) t = 15 s. (e) t = 20 s. (f) t = 25 s. (g) t = 30 s. (h) t = 35 s. (i) t = 40 s.

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SLIDE 28

Finally the mode shapes can be recovered in the VKF process

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 27

The modal assurance Criterion can be calculated with respect to the LTI mode shapes

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SLIDE 29

Outline of the presentation

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 28

Several identification methods are proposed in the thesis The presentation is organized as follows: Non parametric approach ◮ Presentation of the experimental setup Combined parametric and non-parametric approach Fully parametric approaches Applications to more complex cases

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SLIDE 30

Let us introduce some parametric modelling in our identification process

Input signals x(t) Source separation x(t) → s(t) Analytic signal z(t) = s(t) + i H(s(t)) Phase extraction φ(t) = ∠z(t) Trend extraction φ(t) → φ(k)(t) VKF x(k)(t), vk(t) Sifting process x(t) := x(t) − x(k)(t) Input signals x(t) Combined parametric identification of all the varying parameters at once fr(t), ζr(t) VKF xr(t), vr(t) Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 29

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SLIDE 31

A parametric model is applied to our measurements

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 30

It is chosen here to work with AutoRegressive Moving-Average (ARMA) models y[t]+a1y[t−1]+· · ·+anay[t−na] = e[t]+b1e[t−1]+· · ·+bnbe[t−na] In which: ◮ y[t] is the data sequence ◮ e[t] is the innovation sequence In the z-domain, one has Y [z] = B(z, θ) A(z, θ) E[z] = H(z, θ) E[z] with the polynomials A(z, θ) = 1 + a1z−1 + a2z−2 + · · · + anaz−na B(z, θ) = 1 + b1z−1 + b2z−2 + · · · + bnbz−nb

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SLIDE 32

The model identification is performed by the Prediction Error Method (PEM)

Defining the predictor ˆ y[t, θ] with the model parameters, the prediction error is given by e[t, θ] = y[t] − ˆ y[t, θ] A common way to identify the model parameters is to rely on the minimization of a scalar cost function. A usual choice is to minimize the sum of squared errors V (θ) = 1 2N

N

  • t=1

(e[t, θ])2 = 1 2N

N

  • t=1

(y[t] − ˆ y[t, θ])2

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 31

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The model identification is performed by the Prediction Error Method (PEM)

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 32

The minimization is straightforward in a pure AR case ◮ Linear least square problem The minimization is more complex once a MA part is considered ◮ Nonlinear least square problem ◮ 2 Stages Least Squares or iterative optimization

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SLIDE 34

How to adapt the previous model to our case?

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 33

The previously described identification process identifies scalar time invariant systems ◮ How to take the time dependence into account? ◮ How to adapt it to multiple measurements at once? Further ◮ How is a good model structure chosen? (Principle of parcimony) ◮ How are the physical poles selected in an

  • verparameterized case?
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SLIDE 35

Modelling of time-dependent processes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 34

To take the time variation into account, the model parameters are let free to vary H(z, θ[t]) = B(z, θ[t]) A(z, θ[t]) = 1 + b1[t]z + b2[t]z

−2 + · · · + bnb[t]z−nb

1 + a1[t]z + a2[t]z

−2 + · · · + ana[t]z−na

This is the frozen-time approach The frozen-poles are computed as the roots of the denominator To model the variation of the parameters, the basis functions approach is chosen θi[t] =

k

  • j=1

θijfj[t]

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SLIDE 36

Multiple measurements are managed by a common denominator modelling

Because the poles of a dynamic system are global properties, they are common on each channel Conversely, the zeros are local to each channel x1[t] + · · · + ana[t] x1[t − na] = e1[t] + · · · + b1

nb[t] e1[t − nb]

x2[t] + · · · + ana[t] x2[t − na] = e2[t] + · · · + b2

nb[t] e2[t − nb]

. . . xno[t] + · · · + ana[t] xno[t − na]

  • Common AR modelling

= eno[t] + · · · + bno

nb[t] eno[t − nb]

  • Individual MA modelling

The cost function is adapted to all the prediction errors V (θ) =

  • 1

2N

  • t

eo[t, θ]2

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 35

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SLIDE 37

The model structure is chosen based

  • n information criteria

Commonly used criteria are The Akaike’s Final Prediction Error (FPE): FPE = 1 + dM

N

1 − dM

N

V (θ∗

M)

The Akaike’s Information Criterion (AIC): AIC = ln V (θ∗

M) + 2 dM

N . The Bayesian Information Criterion (BIC): BIC = ln V (θ∗

M) + dM

ln N N .

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 36

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SLIDE 38

Selection of the physical poles

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 37

Because some overparameterization may be required, some spurious poles can appear The selection process is pretty simple and relies on the fact that the physical poles have usually a low damping ratio when compared to the spurious ones The idea is to retain the p poles having the closest trajectories to the unit circle

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SLIDE 39

Application to the experimental setup

The procedure followed for the identification is the following one ◮ A large batch of fast 2SLS identifications to determine good model structure candidates ◮ A refined identification using the nonlinear optimization process ◮ The selection of the best model and extraction of the mode shapes with the non-parametric VKF For all the identifications, Chebyshev polynomials are used as basis functions

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 38

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SLIDE 40

Batch of fast preliminary identifications

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 39

The batch of 2SLS analyses sweeps a large number of model

  • rders and sizes of the bases of functions

Usually, the BIC is more severe on the model complexity than the other two criteria

200 400 600 800 1000 1200 1400 1600 1800

Model index

  • 2.5
  • 2
  • 1.5
  • 1
  • 0.5

BIC score

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SLIDE 41

Accurate identification of the time-varying beam

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 40

Finally, the ARMA[22,21](9,9) is chosen Five physical poles are selected

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Comparison between the frozen and the instantaneous frequencies

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 41

The two sets of results are in agreement This also validates the frozen-time assumption

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SLIDE 43

Outline of the presentation

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 42

Several identification methods are proposed in the thesis The presentation is organized as follows: Non parametric approach ◮ Presentation of the experimental setup Combined parametric and non-parametric approach Fully parametric approaches Applications to more complex cases

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SLIDE 44

Fully parametric approaches

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 43

In this part, the system is identified with parametric modelling only We deal with multivariate modelling ◮ Multivariate ARMA models ◮ Multivariate State-Space modal models The mode shapes are now identified together with the poles The consequence is that we have now to identify matrix coefficients

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Time-varying multivariate AutoRegressive Moving-Average (ARMAV) model

Multivariate models are more complete than univariate ones The time-varying ARMAV model is simply the vector counterpart

  • f the scalar ARMA model

M(t) ¨ y(t) + C(t) ˙ y(t) + K(t) y(t) = f(t) The same basis function approach applies to the matrix coefficients y[t] +

na

  • i=1

rA

  • k=1

Ai,k fk[t] y[t − i] = e[t] +

nb

  • j=1

rB

  • k=1

Bj,k fk[t] e[t − j].

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 44

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SLIDE 46

The time-varying ARMAV model may be equivalently cast in a State-Space form

The model can be written in an innovation state-space model x[t + 1] = F [t] x[t] + K[t] e[t] y[t] = C x[t] + e[t] With F [t] =

        

−A1[t] I · · · −A2[t] I · · · . . . . . . . . . ... . . . −Ana−1[t] . . . . . . I −Ana[t] · · ·

        

K[t] =

     

B1[t] − A1[t] B2[t] − A2[t] . . . Bn[t] − An[t]

     

and C =

  • I

· · ·

  • Mathieu BERTHA (ULg)

Multiple outputs operational modal identification of time-varying systems 45

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SLIDE 47

Computation of the frozen-modal parameters

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 46

The matrix F [t] =

        

−A1[t] I · · · −A2[t] I · · · . . . . . . . . . ... . . . −Ana−1[t] . . . . . . I −Ana[t] · · ·

        

is the state-transition matrix of the SS model. It is also the companion matrix of the AR matrix

  • polynomial. Its eigenvalues/vectors decomposition

at time t provides the frozen-poles and mode shapes

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Experimental identification of the time-varying beam

The identification process is similar to the univariate case ◮ Large batch of fast 2SLS identifications ◮ Refined identification by nonlinear optimization ◮ The same least squares cost function is used

V (θ) = 1 2N

N

  • t=1

e[t, θ]T e[t, θ]

◮ The selection of the physical modes now also uses the mean phase deviation of the mode shapes

0.2 0.3 0.4 30 210 60 240 90 270 120 300 150 330 180 0.1 30 210 60 240 90 270 120 300 150 330 180 0.1 0.2 0.3 0.4 0.5

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 47

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SLIDE 49

The batch of 2SLS indentifications gives some clue

  • n the potentially good model structures

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 48

The families of ARMAV(3,2) or ARMAV(3,3) seem to contain good model candidates

200 400 600 800 1000 1200

Model index

  • 3
  • 2
  • 1

1 2 3 4

BIC score

ARMAV(3,2) ARMAV(3,3)

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SLIDE 50

Refined identification with the nonlinear

  • ptimization process

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 49

A more precise identification with the iterative optimization scheme reveals that the ARMAV(3,3)[9,1] is the best one

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SLIDE 51

Example of obtained mode shapes

At t = 10 s, the physical mode shapes are the following ones

f1[10] = 8.95 Hz f2[10] = 27.39 Hz f3[10] = 39.42 Hz f4[10] = 48.60 Hz f5[10] = 93.87 Hz ζ1[10] = 5.32 % ζ2[10] = 1.35 % ζ3[10] = 0.037 % ζ4[10] = 2.25 % ζ5[10] = −0.21 %

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 50

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SLIDE 52

Example of obtained mode shapes

At the same time the identified spurious modes show either a higher dispersion in the complex plane or they are simply purely real.

f[10] = 2.87 Hz f[10] = 21.10 Hz f[10] = 84.05 Hz f[10] = 142.12 Hz ζ[10] = 100 % ζ[10] = 97.83 % ζ[10] = 18.35 % ζ[10] = 42.55 % f[10] = 146.54 Hz f[10] = 160.01 Hz f[10] = 160.35 Hz ζ[10] = 24.86 % ζ[10] = −0.94 % ζ[10] = 6.56 % Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 51

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SLIDE 53

Alternative modelling for the identification Parameterization in the modal domain

Starting with the following innovation state-space model:

  • x[t + 1]

= F [t] x[t] + K[t] e[t] y[t] = C[t] x[t] + e[t]

we can transform it into a modal form

η[t + 1] = A[t] η[t] + Ψ[t] e[t] y[t] = Φ[t] η[t] + e[t]

with

A[t]

= V [t]−1 F [t] V [t], η[t] = V [t]−1 x[t], Φ[t] = C[t] V [t], Ψ[t] = V [t]−1 K[t].

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 52

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SLIDE 54

Alternative modelling for the identification Parameterization in the modal domain

To avoid treating complex values, all the parameters are separated into their real and imaginary parts. The modal decoupling is still valid.

A =      A1 A2 ... An      Φ =

  • ΦR

1

ΦI

1

ΦR

2

ΦI

2

· · ·

  • ΨT

=

  • ΨR

1

ΨI

1

ΨR

2

ΨI

2

· · ·

  • with

Ai =

  • ai

bi −bi ai

  • All the coefficients of these matrices are stacked in a parameters

vector θ

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 53

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SLIDE 55

Alternative modelling for the identification Parameterization in the modal domain

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 54

In theory, the ARMAV model is more parsimonious But this kind of modelling offers some advantages ◮ The model parameters have now a physical meaning ◮ No more eigenvalue decompositions ◮ The model order is easily fixed ◮ It can be initialized by approximate LTI modal results ◮ The optimization process can be guided by the modal decoupling (graduated

  • ptimization)
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SLIDE 56

Identification of the time-varying beam with the modal SS model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 55

Only the size of the basis of functions needs to be determined

5 10 15

Number of functions

  • 3
  • 2.8
  • 2.6
  • 2.4
  • 2.2
  • 2
  • 1.8
  • 1.6

BIC score

slide-57
SLIDE 57

Identification of the time-varying beam with the modal SS model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 56

The model with 9 Chebyshev polynomials gives the best results No spurious mode is introduced

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SLIDE 58

Comparison with the results obtained with the ARMAV model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 57

The modal correlation is quite good between the two sets of varying mode shapes

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SLIDE 59

Outline of the presentation

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 58

Several identification methods are proposed in the thesis The presentation is organized as follows: Non parametric approach ◮ Presentation of the experimental setup Combined parametric and non-parametric approach Fully parametric approaches Applications to more complex cases

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SLIDE 60

Extended applications

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 59

The purpose of this section is to test the proposed method on more complex problems The time-varying beam is kept as example but extended with ◮ An increased frequency range ◮ More acquisition channels ◮ Knowledge of additional information (position of the mass) Application for monitoring purposes

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SLIDE 61

Extended experimental setup

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 60 200.00 0.00 Frequency [Hz] 1.00 0.00 CMIF

s s s v v

  • s

s v s s s v v s s v v

  • s

v v s s s v s s s s s s s vv s s s v s s v v s s s v s s s

  • s

s s s s s s v v s s s v s s s s s s s v v s s s v s s s s s s s s v s s s v s s s s s s s sv s s s v v s s s s

  • s

s v s s s v v

  • s

s v s

  • s

vv s s s v v v s s s s ss vv s s s v s v s s s s s s sv s s s v s v s s s s s s s v s s s v v v s s s s v s vv s s s s s v s s s s s v vv s s s v

  • s

v s s s s s s sv s s s v v s v s s s s s s sv s s s v v s v s s s s s s sv s s s v v s s s s s s s sv s s s v v s s s s s ss sv s s s v v s s s s s sv sv s s s v v s

  • s

s s s ss sv s s s v v s v s s s s s s vv s s s v v s v s s s s s v sv s s s v 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58

fr [Hz] ζr [%] 1 9.86 0.32 2 30.12 0.52 3 38.6 0.65 4 53.14 0.28 5 62.17 1.57 6 99.70 0.28 7 131.57 2.039 8 168.60 0.99

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SLIDE 62

Extended experimental setup

We have to deal with one additional bending mode and two rotation/torsion modes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 61

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SLIDE 63

Identification with the ARMAV and SS models

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 62

First, the mass is pulled with an approximately constant speed

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SLIDE 64

Identification with the time-varying ARMAV model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 63

ARMAV(2,2)[8,1]

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SLIDE 65

Identification with the time-varying ARMAV model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 64

The full identification is then performed by mixing the results of several model structures

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SLIDE 66

Identification with the time-varying ARMAV model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 65

Some general observations : ◮ The number of model parameters drastically increased ◮ Idem for the complexity of the

  • ptimization process

◮ The selection of a good model structure is difficult ◮ No single model structure was able to identify all the modes

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SLIDE 67

Identification with the time-varying State-Space modal model

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 66

12 Chebyshev polynomials are used

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SLIDE 68

Application for monitoring purposes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 67

The goal of this part is to locate the modification of the system based on the identification results The COMAC is first used

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SLIDE 69

Application for monitoring purposes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 68

The attempt of this part is to locate the modification of the system based on the identification results The COMAC is first used

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SLIDE 70

Application for monitoring purposes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 69

Another possibility is to rely on a reference finite element model and reduction/expansion methods Discrepancies in elementary potential or kinematic energies are considered as criteria EM

j

=

Nm

  • i=1
  • X(j) − Z(j)T M (j)

X(j) − Z(j)

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SLIDE 71

Application for monitoring purrposes

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 70

Another possibility is to rely on a reference finite element model and reduction/expansion methods Discrepancies in elementary potential or kinematic energies are considered as criteria

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SLIDE 72

Application with additional information

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 71

We considered general time-varying systems But how can we manage some knowledge about a varying parameter?

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SLIDE 73

Application with additional information

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 72

Identification with the modal State-Space model 12 position-based Chebychev polynomials

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SLIDE 74

Application with additional information

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 73

The mass tracking remains pretty accurate

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SLIDE 75

Concluding remarks

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 74

Time-varying mechanical systems were considered Focus on MDOF methods and operational conditions Several methods were proposed ◮ Non parametric ◮ Univariate parametric model ◮ Multivariate parametric models All the methods were experimentally tested

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SLIDE 76

Mathieu BERTHA (ULg) Multiple outputs operational modal identification of time-varying systems 75

Thank you for your attention