Extremely strong convergence of eigenvalue-density of linear - - PowerPoint PPT Presentation

extremely strong convergence of eigenvalue density of
SMART_READER_LITE
LIVE PREVIEW

Extremely strong convergence of eigenvalue-density of linear - - PowerPoint PPT Presentation

Extremely strong convergence of eigenvalue-density of linear stochastic dynamical systems S Adhikari & L Pastur School of Engineering, Swansea University, Swansea, UK Email: S.Adhikari@swansea.ac.uk URL: http://engweb.swan.ac.uk/


slide-1
SLIDE 1

Extremely strong convergence of eigenvalue-density of linear stochastic dynamical systems

S Adhikari & L Pastur

School of Engineering, Swansea University, Swansea, UK Email: S.Adhikari@swansea.ac.uk URL: http://engweb.swan.ac.uk/∼adhikaris

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.1/33

slide-2
SLIDE 2

Outline of the presentation

Introduction Uncertainty Propagation (UP) in structural dynamics Wishart random matrices Parameter selection Density of eigenvalues Computational results Experimental results Conclusions

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.2/33

slide-3
SLIDE 3

Dynamics of linear systems

The equation of motion: M¨ q(t) + C ˙ q(t) + Kq(t) = f(t) (1) Due to the presence of uncertainty M, C and K become random matrices. The main objective of the ‘forward problem’ is to predict the variability in the response vector q. There can be two broad possibilities: quantify uncertainties in the system matrices first and then

  • btain uncertainties in the response

directly quantify uncertainties in the eigenvalues & eigenvectors and then obtain uncertainties in the response

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.3/33

slide-4
SLIDE 4

Stochastic dynamic response

Taking the Laplace transform of the equation of motion:

  • s2M + sC + K
  • ¯

q(s) = ¯ f(s) (2) The aim here is to obtain the statistical properties of ¯ q(s) ∈ Cn when the system matrices are random matrices. The system eigenvalue problem is given by Kφj = ω2

j Mφj,

j = 1, 2, . . . , n (3) where ω2

j and φj are respectively the eigenvalues and mass-normalized eigenvectors of

the system. We define the matrices Ω = diag [ω1, ω2, . . . , ωn] and Φ = [φ1, φ2, . . . , φn] . (4) so that ΦT KeΦ = Ω2 and ΦT MΦ = In (5)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.4/33

slide-5
SLIDE 5

Stochastic dynamic response

Transforming it into the modal coordinates:

  • s2In + sC′ + Ω2

¯ q′ = ¯ f

(6) Here C′ = ΦTCΦ = 2ζΩ, ¯ q = Φ¯ q′ and ¯ f

′ = ΦT¯

f (7) When we consider random systems, the matrix of eigenvalues Ω2 will be a random matrix of dimension n. Suppose this random matrix is denoted by Ξ ∈ Rn×n: Ω2 ∼ Ξ (8)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.5/33

slide-6
SLIDE 6

Stochastic dynamic response

Since Ξ is a symmetric and positive definite matrix, it can be diagonalized by a orthogonal matrix Ψr such that ΨT

r ΞΨr = Ω2 r

(9) Here the subscript r denotes the random nature of the eigenvalues and eigenvectors of the random matrix Ξ. Recalling that ΨT

r Ψr = In we obtain

¯ q′ =

  • s2In + sC′ + Ω2−1¯

f

(10) = Ψr

  • s2In + 2sζΩr + Ω2

r

−1 ΨT

r ¯

f

(11)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.6/33

slide-7
SLIDE 7

Stochastic dynamic response

The response in the original coordinate can be obtained as ¯ q(s) = Φ¯ q′(s) = ΦΨr

  • s2In + 2sζΩr + Ω2

r

−1 (ΦΨr)T¯ f(s) =

n

  • j=1

xT

rj¯

f(s) s2 + 2sζjωrj + ω2

rj

xrj. Here Ωr = diag [ωr1, ωr2, . . . , ωrn] , Xr = ΦΨr = [xr1, xr2, . . . , xrn] are respectively the matrices containing random eigenvalues and eigenvectors of the system.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.7/33

slide-8
SLIDE 8

Wishart random matrix approach

Suppose we ‘know’ (e.g, by measurements or stochastic finite element modeling) the mean (G0) and the (normalized) variance (dispersion parameter) (δG) of the system matrices: δ2

G =

E

  • G − E [G] 2

F

  • E [G] 2

F

. (12) It can be proved that a positive definite symmetric matrix can e expressed by a Wishart matrix G ∼ Wn(p, Σ) with p = n + 1 + θ and Σ = G0/θ (13) where θ = 1 δ2

G

{1 + γG} − (n + 1) (14) and γG = {Trace (G0)}2 Trace G02 (15)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.8/33

slide-9
SLIDE 9

Parameter-selection for structural dynamics

Approach 1: M and K are fully correlated Wishart (most complex). For this case M ∼ Wn(p1, Σ1), K ∼ Wn(p1, Σ1) with E [M] = M0 and E [M] = M0. This method requires the simulation of two n × n fully correlated Wishart matrices and the solution of a n × n generalized eigenvalue problem with two fully populated matrices. Here Σ1 = M0/p1, p1 = γM + 1 δ2

M

(16) and Σ2 = K0/p2, p2 = γK + 1 δ2

K

(17) γG = {Trace (G0)}2/Trace

  • G0

2

(18)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.9/33

slide-10
SLIDE 10

Parameter-selection for structural dynamics

Approach 2: Scalar Wishart (most simple) In this case it is assumed that Ξ ∼ Wn

  • p, a2

n In

  • (19)

Considering E [Ξ] = Ω2

0 and δΞ = δH the values of the unknown

parameters can be obtained as p = 1 + γH δ2

H

and a2 = Trace

  • Ω2
  • /p

(20)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.10/33

slide-11
SLIDE 11

Parameter-selection for structural dynamics

Approach 3: Diagonal Wishart with different entries (something in the middle). For this case Ξ ∼ Wn

  • p, Ω2

0/θ

  • with E
  • Ξ−1

= Ω−2 and δΞ = δH. This requires the simulation of one n × n uncorrelated Wishart matrix and the solution of an n × n standard eigenvalue problem. The parameters can be obtained as p = n + 1 + θ and θ = (1 + γH) δ2

H

− (n + 1) (21)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.11/33

slide-12
SLIDE 12

Parameter-selection for structural dynamics

Defining H0 = M0−1K0, the constant γH: γH = {Trace (H0)}2 Trace

  • H02

=

  • Trace
  • Ω2

2 Trace

  • Ω4
  • =
  • j ω2

0j

2

  • j ω4

0j

(22) Obtain the dispersion parameter of the generalized Wishart matrix δH = p12 + (p2 − 2 − 2 n) p1 + (−n − 1) p2 + n2 + 1 + 2 n γH p2 (−p1 + n) (−p1 + n + 3) + p12 + (p2 − 2 n) p1 + (1 − n) p2 − 1 + n2 p2 (−p1 + n) (−p1 + n + 3) (23)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.12/33

slide-13
SLIDE 13

A vibrating cantilever plate

0.2 0.4 0.6 0.8 1 0.2 0.4 0.6 0.8 −0.5 0.5 1

6 4

X direction (length)

5

Outputs

2 3

Input

1

Y direction (width) F i x e d e d g e

Baseline Model: Thin plate elements with 0.7% modal damping assumed for all the modes.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.13/33

slide-14
SLIDE 14

Uncertainty modeling by random fields

The Young’s modulus, Poissons ratio, mass density and thickness are random fields of the form E(x) = ¯ E (1 + ǫEf1(x)) (24) µ(x) = ¯ µ (1 + ǫµf2(x)) (25) ρ(x) = ¯ ρ (1 + ǫρf3(x)) (26) and t(x) = ¯ t (1 + ǫtf4(x)) (27) The strength parameters: ǫE = 0.15, ǫµ = 0.15, ǫρ = 0.10 and ǫt = 0.15. The random fields fi(x), i = 1, · · · , 4 are delta-correlated homogenous Gaussian random fields.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.14/33

slide-15
SLIDE 15

Mean of the driving-FRF

500 1000 1500 2000 2500 3000 3500 4000 −180 −160 −140 −120 −100 −80 −60 Frequency (Hz) Mean of amplitude (dB) M and K are fully correlated Wishart Scalar Wishart Diagonal Wishart with different entries Direct simulation

Mean of the amplitude of the response of the driving-FRF of the plate, n = 1200, σM = 0.078 and σK = 0.205.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.15/33

slide-16
SLIDE 16

Mean of a cross-FRF

500 1000 1500 2000 2500 3000 3500 4000 −180 −160 −140 −120 −100 −80 −60 Frequency (Hz) Mean of amplitude (dB) M and K are fully correlated Wishart Scalar Wishart Diagonal Wishart with different entries Direct simulation

Mean of the amplitude of the response of the cross-FRF of the plate, n = 1200, σM = 0.078 and σK = 0.205.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.16/33

slide-17
SLIDE 17

Standard deviation of the driving-point-FRF

500 1000 1500 2000 2500 3000 3500 4000 −180 −160 −140 −120 −100 −80 −60 Standard deviation (dB) Frequency (Hz) M and K are fully correlated Wishart Scalar Wishart Diagonal Wishart with different entries Direct simulation

Standard deviation of the amplitude of the response of the driving-point-FRF of the plate, n = 1200, σM = 0.078 and σK = 0.205.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.17/33

slide-18
SLIDE 18

Standard deviation of a cross-point-FRF

500 1000 1500 2000 2500 3000 3500 4000 −180 −160 −140 −120 −100 −80 −60 Standard deviation (dB) Frequency (Hz) M and K are fully correlated Wishart Scalar Wishart Diagonal Wishart with different entries Direct simulation

Standard deviation of the amplitude of the response of a cross-point-FRF of the plate, n = 1200, σM = 0.078 and σK = 0.205.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.18/33

slide-19
SLIDE 19

Summary so far ...

We can choose a ‘surrogate’ random matrix model to ‘replace’ the actual stochastic dynamic system by a Wishart matrix Ξ ∼ Wn

  • p, Ω2

0/θ

  • with E
  • Ξ−1

= Ω−2 and δΞ = δH. Here

p = n + 1 + θ, θ = (1 + γH) δ2

H

− (n + 1), γH =

  • j ω2

0j

2

  • j ω4

0j

(28) and δH =

  • p12 + (p2 − 2 − 2 n) p1 + (−n − 1) p2 + n2 + 1 + 2 n
  • γH

p2 (−p1 + n) (−p1 + n + 3) + p12 + (p2 − 2 n) p1 + (1 − n) p2 − 1 + n2 p2 (−p1 + n) (−p1 + n + 3) (29)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.19/33

slide-20
SLIDE 20

Eigenvalue density

Knowing what surrogate model to use, now we want to develop analytical methods to obtain response statistics. The aim is to bypass the Monte Carlo simulation approach shown before (although MCS on the surrogate is more efficient compared to MCS of the actual system). Eigenvalue density is a key part for developing analytical approaches. Our main result is that the density of the eigenvalues have the ‘self averaging’ property. This implies that the density of the eigenvalues of nominally identical systems have very strong convergence property.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.20/33

slide-21
SLIDE 21

Linear Eigenvalue Statistic

Let Ξ be a n × n random matrix and {λl}n

l=1 its eigenvalues. Then the (empirical)

eigenvalue density is ρn(λ) = n−1

n

  • l=1

δ(λ − λl), (30) where δ is the Dirac delta-function. Without loss of generality we define a linear eigenvalue statistics for any sufficiently smooth test function ϕ as Nn[ϕ] = n−1

n

  • l=1

ϕ(λl) =

  • ϕ(µ)ρn(µ)dµ

(31) Note that ρn in equation (30) correspond formally to ϕ(µ) = δ(λ − µ) for a given λ.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.21/33

slide-22
SLIDE 22

Strong convergence

We can prove that the fluctuations of Nn[ϕ] around its expectation E{Nn[ϕ]} vanish sufficiently fast in the limit n → ∞ →, p → ∞, p/n → c ∈ (0, ∞) (32) To this end we obtain a bound for the variance Var{Nn[ϕ]} = E{|Nn[ϕ]|2} − |E{Nn[ϕ]}2

  • f Nn[ϕ]. The bound is

Var{Nn[ϕ]} ≤ 4 √ 3 n2p Tr Σ2(max

λ∈R |ϕ′(λ)|)2.

(33) It is valid for real symmetric as well as for hermitian Wishart matrices. Considering maxp,n n−1TrΣ2 ≤ C < ∞. and maxλ∈R |ϕ′(λ)| < ∞, we obtain that Var{Nn[ϕ]} = O(n−2) (34)

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.22/33

slide-23
SLIDE 23

Mar˘ cenko-Pastur density

We proved that the eigenvalue density of a (large) random system converges to a deterministic limit. But where does it converges to? The converged density is NOT universal but depends on the property underlying matrix. In the case, where Σ = In and p/n = c > 1 we have ρ(λ) = 1 2πλ (a+ − λ)(λ − a−), λ ∈ [a−, a+], 0, λ / ∈ [a−, a+], (35) where a± = (1 ± √c)2.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.23/33

slide-24
SLIDE 24

Density of the baseline plate model

0.5 1 1.5 2 2.5 3 3.5 4 x 1010 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 x 10−10 Eigenvalues: ωj

2 (rad/s)2

Density of eigenvalues Density from the baseline model Marcenko−Pastur density

The density of 1200 eigenvalues of the baseline model.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.24/33

slide-25
SLIDE 25

Density of random plate - 1

0.5 1 1.5 2 2.5 3 3.5 4 x 1010 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 x 10−10 Eigenvalues: ωj

2 (rad/s)2

Density of eigenvalues Marcenko−Pastur density Density from the baseline model Densities from random realisations

The density of eigenvalues of the plate with randomly inhomogeneous material properties.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.25/33

slide-26
SLIDE 26

Density of random plate - 2

0.5 1 1.5 2 2.5 3 3.5 4 x 1010 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 x 10−10 Eigenvalues: ωj

2 (rad/s)2

Density of eigenvalues Marcenko−Pastur density Density from the baseline model Densities from random realisations

The density of eigenvalues of the plate with randomly attached oscillators.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.26/33

slide-27
SLIDE 27

A cantilever plate: front view

The test rig for the cantilever plate; front view.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.27/33

slide-28
SLIDE 28

A cantilever plate: side view

The test rig for the cantilever plate; side view.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.28/33

slide-29
SLIDE 29

Random FRFs

2500 3000 3500 4000 −40 −30 −20 −10 10 20 30 40 50 60 Frequency (Hz) Log amplitude (dB) of H(1,3) (ω)

One hundred measured FRF amplitudes with the mean, 95% and 5% probability lines.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.29/33

slide-30
SLIDE 30

Eigenvalue density: baseline model

0.5 1 1.5 2 2.5 x 105 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 x 10−5 Eigenvalues: ωj

2 (rad/s)2

Density of eigenvalues Histograms from the baseline model Density from the baseline model Marchenko−Pastur density

The density of first 40 experimentally measured eigenvalues of the baseline plate.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.30/33

slide-31
SLIDE 31

Eigenvalue density: random system

0.5 1 1.5 2 2.5 x 105 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 x 10−5 Eigenvalues: ωj

2 (rad/s)2

Density of eigenvalues Marchenko−Pastur density Density from the baseline model Densities from random realisations

The density of first 40 experimentally measured eigenvalues of the plate with 10 randomly attached oscillators.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.31/33

slide-32
SLIDE 32

Eigenvalue density: strong convergence

The density of first 40 experimentally measured eigenvalues of the plate with 10 randomly attached oscillators.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.32/33

slide-33
SLIDE 33

Conclusions

This talk concentrated on Uncertainty Propagation (UP) in linear structural dynamic problems. A general UP approach based on Wishart random matrix is discussed and a suitable simple Wishart random matrix model has been identified. Based on analytical, numerical and experimental studies, it was shown that the density of eigenvalues has an extremely strong convergence property [O (n−2)]. It was shown that the Mar˘ cenko-Pastur density fits the experimental and well as numerically obtained density very well.

Saint Petersburg, 9 July 2009 Strong convergence of eigenvalue-density – p.33/33