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Hindawi Publishing Corporation Mathematical Problems in Engineering Volume 2012, Article ID 721382, 10 pages doi:10.1155/2012/721382 Research Article Lyapunov Stability of Quasiperiodic Systems Sangram Redkar Department of Engineering Technology, Arizona State University, Mesa, AZ 85212, USA Correspondence should be addressed to Sangram Redkar, [email protected] Received 31 December 2011; Revised 18 February 2012; Accepted 23 February 2012 Academic Editor: Oleg V. Gendelman Copyright q 2012 Sangram Redkar. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. We present some observations on the stability and reducibility of quasiperiodic systems. In a quasiperiodic system, the periodicity of parametric excitation is incommensurate with the peri- odicity of certain terms multiplying the state vector. We present a Lyapunov-type approach and the Lyapunov-Floquet L-F transformation to derive the stability conditions. This approach can be utilized to investigate the robustness, stability margin, and design controller for the system. 1. Introduction A large class of engineering systems, such as structures subjected to quasiperiodic excitations, is described by linear ordinary dierential equations with time varying coecients. These linear systems, in general, are described as ˙ y Aty, 1.1 where At is an n × n quasiperiodic matrix and y is an n dimensional vector. In general, it is not a trivial problem to determine if 1.1 is asymptotically stable, simply stable, or unstable. The researchers have used perturbation-type techniques or numerical approaches to investigate the stability of this system 13. In this work, we address the stability of a special class of quasiperiodic systems called as periodic quasiperiodic systems where 1.1 can be written as ˙ y A 0 t A 1 ty, 1.2 where A 0 t has the principal period T and A 1 t has the period T 1 . It is noted that these periods are incommensurate. These types of equations arise in parametrically excited Micro

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Hindawi Publishing CorporationMathematical Problems in EngineeringVolume 2012, Article ID 721382, 10 pagesdoi:10.1155/2012/721382

Research ArticleLyapunov Stability of Quasiperiodic Systems

Sangram Redkar

Department of Engineering Technology, Arizona State University, Mesa, AZ 85212, USA

Correspondence should be addressed to Sangram Redkar, [email protected]

Received 31 December 2011; Revised 18 February 2012; Accepted 23 February 2012

Academic Editor: Oleg V. Gendelman

Copyright q 2012 Sangram Redkar. This is an open access article distributed under the CreativeCommons Attribution License, which permits unrestricted use, distribution, and reproduction inany medium, provided the original work is properly cited.

We present some observations on the stability and reducibility of quasiperiodic systems. In aquasiperiodic system, the periodicity of parametric excitation is incommensurate with the peri-odicity of certain terms multiplying the state vector. We present a Lyapunov-type approach andthe Lyapunov-Floquet (L-F) transformation to derive the stability conditions. This approach canbe utilized to investigate the robustness, stability margin, and design controller for the system.

1. Introduction

A large class of engineering systems, such as structures subjected to quasiperiodic excitations,is described by linear ordinary differential equations with time varying coefficients. Theselinear systems, in general, are described as

y = A(t)y, (1.1)

where A(t) is an n × n quasiperiodic matrix and y is an n dimensional vector. In general,it is not a trivial problem to determine if (1.1) is asymptotically stable, simply stable, orunstable. The researchers have used perturbation-type techniques or numerical approachesto investigate the stability of this system [1–3].

In this work, we address the stability of a special class of quasiperiodic systems calledas periodic quasiperiodic systems where (1.1) can be written as

y = [A0(t) +A1(t)]y, (1.2)

where A0(t) has the principal period T and A1(t) has the period T1. It is noted that theseperiods are incommensurate. These types of equations arise in parametrically excited Micro

2 Mathematical Problems in Engineering

Electro Mechanical Systems (MEMS) [4]. It is noted that A(t) has a strong parametric excita-tion. In this paper, we present the methodology to investigate the stability of system given by(1.2) using the L-Ftransformation and Lyapunov’s method.

This paper is organized as follows. In Section 2, a brief mathematical background onthe L-F transformation is provided. Section 3 discusses the stability conditions followed byan example. We present the L-F-transformation-type approach for quasiperiodic systems inSection 4. The discussion and conclusions are presented in Section 5.

2. Mathematical Background

2.1. Floquet Theory and L-F Transformation

Consider (1.1), ifA1(t) = 0, that is, the system is purely time periodic, then the State TransitionMatrix (STM)Φ(t) of (1.2) can be factored as [5]

Φ(t) = Q(t)eRt, Q(t) = Q(t + 2T), Q(0) = I, (2.1)

where the matrix Q(t) is real and periodic with period 2T , R is an n × n real time invariantmatrix, and I is the identity matrix. Matrix Q(t) is known as the L-F transformation matrix[5].

The transformation y(t) = Q(t)z(t) produces a real-time invariant representation ofpurely time periodic system ((1.2)with A1(t) = 0) given by

z(t) = Az(t). (2.2)

It is to be noted that matrix A in (2.2) is time invariant.

2.2. Construction of Lyapunov Functions

Lyapunov’s direct method is widely used in the stability analysis of general dynamicalsystems. It makes use of a Lyapunov function V (x, t). This scalar function of the state andtime may be considered as some form of time-dependent generalized energy. The basic ideaof the method is to utilize the time rate of energy change in V (x, t) for a given system tojudge whether the system is stable or not. The details about Lyapunov’s method and stabilitytheorems can be found in reference [6].

For a linear system with constant coefficients, it is rather simple to find a Lyapunovfunction. Consider the linear system

x∼(t) = ˜Ax

∼(t), (2.3)

where ˜A is a constant matrix. A quadratic form of V (x) may be assumed as

V

(

x∼

)

= x∼TPx

∼, (2.4)

Mathematical Problems in Engineering 3

where P is a real, symmetric, and positive definite matrix. Then

V

(

x∼

)

= x∼TPx

∼+ x

∼TPx

∼=(

˜Ax∼

)T

Px∼+ x

∼TP ˜Ax

∼(2.5)

or

V

(

x∼

)

= x∼T(

˜ATP + P ˜A)

x∼. (2.6)

According to the Lyapunov theorem for autonomous systems, if V (x) is negativedefinite, then the system is asymptotically stable [6]. Therefore, one can write

˜ATP + P ˜A = −C, (2.7)

where C is a positive definite matrix. Equation (2.7) is called the Lyapunov equation. It hasbeen shown by Kalman and Bertram [7] that if there were eigenvalues with negative realparts (asymptotically stable), then for every given positive definite matrix C, there exists aunique Lyapunov matrix P. In this study, matrix C is always taken as the identity matrix.

3. Stability of Quasiperiodic Systems

Consider the quasiperiodic linear differential equation given by (1.2). In order to determinethe stability bounds on A1(t), we first use the L-F transformation y(t) = Q(t)z(t) to (1.2).After the L-F transformation, (1.2) can be written as

z =[

A +G(t)]

z, (3.1)

whereG(t) = Q−1(t)A1(t)Q(t). It is to be noted that A is a constant matrix whose eigenvalueshave negative real parts. We follow the approach presented by Infante [8] to obtain stabilitybounds.

Theorem 3.1 (see [8]). If, for some positive definite matrix B and some ε > 0,

E{

λmax

[

AT+G(t)T + B

[

A +G(t)]

B−1]}

≤ −ε, (3.2)

then (3.1) is almost surely asymptotically stable in the large, where E{·} is the expectation operatorand λmax is maximum real eigenvalues of a pencil [9].

Proof. Consider the quadratic (Lyapunov) function V (z) = zTBz. Then along the trajectoriesof (3.1), define

λ(t) =V (z)V (z)

=zT[

(

A +G(t))T

B + B(

A +G(t))

]

z

zTB z. (3.3)

4 Mathematical Problems in Engineering

It is noted that the numerator and denominator in (3.3) are quadratic forms. The pencil ofquadratic forms A(x, x) =

∑ni,k=1 aikxixk and B(x, x) =

∑ni,k=1 bikxixk is a matrix-valued func-

tion defined over complex numbers λ given by A(x, x) + λB(x, x) [9]. From the properties ofpencils of quadratic forms [9], we can obtain the following inequality:

λmin

[

(

A +G(t))T

+ B(

A +G(t))

B−1]

≤ λ(t) ≤ λmax

[

(

A +G(t))T

+ B(

A +G(t))

B−1]

,

(3.4)

where λmax is defined before and λmin is the minimum real eigenvalues of a pencil. Consider‖z‖p = (zTBz)1/2; it can be shown [10] that ‖z‖p satisfies

d

dtlog ‖z‖p =

zT[

(

A +G(t))T

B + B(

A +G(t))

]

z

zTB z. (3.5)

Thus, integrating and dividing (3.5) by t,

1t

[

log ‖z(t)‖p − log ‖z(0)‖p]

=1t

∫ t

0

zT[

(

A +G(s))T

B + B(

A +G(s))

]

z

zTB zds. (3.6)

For (1/t)[log ‖z(t)‖p − log ‖z(0)‖p] < 0 as t → ∞ follows limt→∞‖z‖ = 0. Thus, algebraic sign

of limt→∞[(1/t)∫ t

0((zT [(A+G(s))TB+B (A+G(s))] z)/zTB z)ds] provides the condition for

stability [10]. The solution of (3.3) can be given as

V [z(t)] = V [z(t0)]e∫ tt0λ(τ)dτ ≡ V [z(t0)]e

(t−t0)[(1/(t−t0))∫ tt0λ(τ)dτ]

. (3.7)

It can be observed that if E{λ(t)} ≤ −ε for some ε > 0, V [z(t)] is bounded and that V [z(t)] →0 as t → ∞. This is the condition imposed by inequality given by (3.4), which proves theresults. Since y(t) = Q(t)z(t), the stability of (3.1) implies the stability of (1.2).

It is remarked that a necessary condition for inequality (3.4) to hold is that theeigenvalues of matrix A have negative real parts. It is also possible to obtain a result thatis easier to compute but not as sharp.

Corollary 3.2. If, for some positive definite matrix B and some ε > 0,

E{

λmax

[

GT (t) + BG(t)B−1]}

≤ −λmax

[

AT+ BAB−1

]

− ε, (3.8)

then (3.1) is almost surely asymptotically stable in the large.

Proof. The proof follows immediately from theorem by noting that

λ(t) ≤ λmax

[

(

A +G(t))T

+ B(

A +G(t))

B−1]

≤ λmax

[

AT+ BAB−1

]

+ λmax

[

GT (t) + BG(t)B−1]

.

(3.9)

Mathematical Problems in Engineering 5

The second inequality is obtained by performing two maximizations separately. Further, us-ing an E{·} operator

E{λ(t)} ≤ λmax

[

AT+ BAB−1

]

+ E{

λmax

[

GT (t) + BG(t)B−1]}

≤ −ε, (3.10)

yields the desired result. It is obvious that, unless the second inequality in (3.10) is an equality,the stability results obtained will not be as good as those given by the theorem. It is noted thatthis theorem and corollary can be extended to study stability and robustness of a linear time-periodic system subjected to random perturbations in a straightforward fashion, and for thedetails, we refer the reader to reference [11].

Example 3.3. Consider the system

y =[

˜A(t) + A(t)]

y, (3.11)

where

˜A(t) = ω

[ −1 + αcos2(ωt) 1 − α sin(ωt) cos(ωt)−1 − α sin(ωt) cos(ωt) −1 + αsin2(ωt)

]

, A(t) =[

0 0f(t) 0

]

(3.12)

α is a system parameter and ω = 2π . The state transition matrix (STM), Φ(t), when thequasiperiodic term A(t) = 0, is given as [12]

Φ(t) =[

e(α−1)ωt cos(ωt) e−ωt sin(ωt)−e(α−1)ωt sin(ωt) e−ωt cos(ωt)

]

= Q(t)eRt. (3.13)

Factoring the state transition matrix as shown above, the L-F transformation matrixQ(t) is found as

Q(t) =[

cos(ωt) sin(ωt)− sin(ωt) cos(ωt)

]

, eRt =[

e(α−1)ωt 00 e−ωt

]

. (3.14)

It is noted that the system is unstable for all α > 1. Using the L-F transformation z(t) =Q(t)y(t) (c.f. (3.14)) (3.11) to yield a time-invariant system given by

z(t) = Az(t). (3.15)

Let V = zT (t)Bz(t), where B is a constant, symmetric, positive definite matrix.Then

V = zTBz + zTBz = zT[

ATB + BA

]

z ≡ −zTCz. (3.16)

6 Mathematical Problems in Engineering

Setting

B =[

B11 B12

B12 B22

]

, C = I2 =[

1 00 1

]

, (3.17)

substituting (3.17) into (3.16), yields B11 = −1/(2ω(α − 1)) (α < 1), B12 = 0 and . . .Therefore,

B =

− 12ω(α − 1)

0

012ω

⎦, B−1 =

[−2ω(α − 1) 00 2ω

]

. (3.18)

Since B11 > 0 for α < 1 and

Det(B) =

− 12ω(α − 1)

0

012ω

= − 12ω2(α − 1)

> 0. (3.19)

Therefore, B is a positive definite symmetric matrix and Lyapunov stability conditions aresatisfied.

Once the B matrix is constructed, the stability theorem and the corollary can be usedto determine the stability conditions for the system. Simple computations yield

D = AT+GT (t) + B

[

A +G(t)]

B−1

=

2ω(α − 1) + 2f(t) sin(ωt) cos(ωt)−[(α − 2)cos2(ωt) + 1

]

f(t)α − 1

[

(α − 2)cos2(ωt) + 1]

f(t) −2ω − 2f(t) sin(ωt) cos(ωt)

⎦.

(3.20)

Setting Det[D − λI] = 0, the eigenvalues λ of the D matrix are computed as

λ1,2 = −ω(2 − α)

±√

ω2α2 +1

α − 1[

2ωα(α − 1)f(t) sin(ωt) +(

2αcos2(ωt) − α2cos4(ωt) − 1)

f2(t)]

.

(3.21)

Application of the theorem yields

E{λmax[D]}= −ω(2 − α)

+ E

ω2α2+1

α−1[

2ωα(α−1)f(t) sin(ωt)+(

2αcos2(ωt)−α2cos4(ωt)−1)f2(t)]

≤ 0

(3.22)

Mathematical Problems in Engineering 7

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1α

Theorem

Corollary

160

140

120

100

80

60

40

20

0

E[f

2 (t)]

Figure 1: Stability results for example 1 obtained by the Theorem and Corollary.

or

E

ω2α2+1

α−1[

2ωα(α−1)f(t) sin(ωt)+(

2αcos2(ωt)−α2cos4(ωt)−1)f2(t)]

≤ ω(2 − α).

(3.23)

Using Schwarz’s Inequality [13], (E{f(t)})2 ≤ E{f2(t)}, and simplification yields

E{

f2(t)}

≤ 32ω2(1 − α)2

8 + 3α2 − 8α. (3.24)

The results obtained from condition (3.24) for α from 0 to 1 are shown in Figure 1.In order to get the conditions for almost sure asymptotic stability from the corollary,

matrices [GT (t) + BG(t)B−1] and [A + BAB−1] are calculated as

GT (t) + BG(t)B−1 = f(t)

2 sin(ωt) cos(ωt) − (α − 2)cos2(ωt) + 1α − 1

(α − 2)cos2(ωt) + 1 −2 sin(ωt) cos(ωt)

⎦,

A + BAB−1 =⌊

2(α − 1)ω 00 −2ω

.

(3.25)

The maximum eigenvalues of matrices given by (3.25) are computed as

λmax

[

GT (t) + BG(t)B−1]

=∣

∣f(t)∣

1 − 2αcos2(ωt) + α2cos4(ωt)1 − α

,

λmax

[

AT+ BAB−1

]

= −2(1 − α)ω.

(3.26)

8 Mathematical Problems in Engineering

Applying the corollary

E{

λmax

[

GT (t) + BG(t)B−1]}

≤ −λmax

[

AT+ BAB−1

]

− ε (3.27)

yields

E

∣f(t)∣

1 − 2αcos2(ωt) + α2cos4(ωt)1 − α

≤ 2(1 − α)ω. (3.28)

Then using Schwarz’s Inequality in (3.28), one obtains

E

{

f2(t)

[

1 − 2αcos2(ωt) + α2cos4(ωt)1 − α

]}

≤ 4(1 − α)2ω2 (3.29)

or

E{

f2(t)}[

1 − 2αE{

cos2ωt}

+ α2E{

cos4ωt}]

≤ 4(1 − α)3ω2. (3.30)

Since E{cos2(ωt)} = 1/2 and E{cos4(ωt)} = 3/8, inequality (3.30) provides the condi-tion for almost sure asymptotic stability from corollary as

E{

f2(t)}

≤ 32(1 − α)3ω2

8 − 8α + 3α2. (3.31)

As expected, condition (3.31) is weaker than condition (3.24). Figure 1 displays the resultobtained from (3.31) for α in the range of 0 to 1. A comparison of conditions yielding fromthe theorem and corollary is shown in Figure 1.

4. L-F Transformation Approach for Quasiperiodic System

In the previous section, we presented the theorem and corollary that provide the boundson the quasiperiodic term so that the system described by (1.2) is stable. Alternatively, onecan use L-F transformation type approach to ascertain the stability of quasiperiodic system.Unlike the theorem and corollary, this approach does not need A to have negative real parts(c.f. (3.1)).

Consider a quasiperiodic system given in second order form [14] by

x + (δ + α(cos t + cosωt))x = 0, (4.1)

Mathematical Problems in Engineering 9

where δ, α are constants, quasiperiodicity ω ≈ p/q where p, q are integers and x = d2x/dt2.Equation (4.1) can be written in the state space form as

˙x = ˜A(t)x, (4.2)

where x = {x x}T , ˜A =[

0 1−(δ+α(cos t+cosωt)) 0

]

.Now using the transformation t = 2qτ , (4.1) can be transformed to

[

14q2

]

d2x

dτ2+(

cos 2qτ + cos 2pτ)

x = 0. (4.3)

It can be noted that (4.3) is a time periodic system with principle period π . The stability of(4.3) is governed by the Floquet theory. It is possible to find out the State Transtion Matrix(STM) Φ(τ) at the end of the principle period (also called as the Floquet Transition Matrix(FTM) Φ(τ = π)) numerically [14, 15] or analytically using Picard iterations [16, 17]. For thedetails on the analytical computation of STM using Picard iteration approximation, we referto reference [16]. It is noted that the Picard iteration approach yields an approximate closedform symbolic expression of the STM for time periodic system.

If eigenvalues of the FTM are inside the unit circle, then (4.3) is asymptotically stable.If the eigenvalues are on the unit circle then the system is simply stable, and if the eigenvaluesare outside the unit circle, then the system is unstable. The stability (or instability) of the timeperiodic system given by (4.3) implies the stability (or instability) of (4.1). It can be notedthat the Floquet theory states that the STM (Φ(τ)) of (4.3) can be partitioned as

Φ(τ) = Q(τ)eBτ , (4.4)

where Q(τ) is the time periodic L-F transformation matrix and B is the constant matrix ofappropriate dimensions. The eigenvalues of B are called the Floquet exponent and govern thestability of the time periodic system given by (4.3). For computation of the L-F transformationmatrix via Chebyshev polynomials, we refer the reader to reference [18].

5. Conclusion

In this paper, simple and efficient computational techniques to guarantee sufficient conditionsfor almost sure asymptotic stability of periodic quasiperiodic systems have been presented.First, the L-F transformation has been utilized to convert the periodic part of time-periodicsystem to a time-invariant form. For the linear periodic-quasiperiodic system, a theoremand related corollary have been suggested using the results previously obtained by Infante[8]. In order to apply the theorem and the corollary successfully, it is observed that theeigenvalues of matrix A, which governs the stability of the system, must have negativereal parts and matrix B must be positive definite. One example is presented to show theapplication. Another apporach pressed here is based on the Floquet-type approach, wherea quasiperiodic system is approximated as a periodic system and the Floquet theory can beapplied to investigate the stability. Unlike the Infante type approch, the Floquet approachdoes not require eigenvalues of matrix A to have negative real parts. In certain cases, Floquet

10 Mathematical Problems in Engineering

type decomposition for quasiperiodic system can be used to reduce quasiperiodic system toLTI system. It is expected that these methodology would be useful in studying stability anddesigning controllers for a number of MEMS, where governing differential equations havetime periodic quasiperiodic coefficients. The approaches presented in this paper can be ex-tended to study stability and robustness of a linear time-periodic system subjected to randomperturbations.

References

[1] R. Rand, R. Zounes, and R. Hastings, “Dynamics of a quasiperiodically forced Mathieu oscillator,”in Nonlinear Dynamics: The Richard Rand 50th Anniversary Volume, A. Guran, Ed., pp. 203–221, WorldScientific, Singapore, Singapore, 1997.

[2] R. S. Zounes and R. H. Rand, “Global behavior of a nonlinear quasiperiodic Mathieu equation,”Nonlinear Dynamics, vol. 27, no. 1, pp. 87–105, 2002.

[3] R. A. Johnson and G. R. Sell, “Smoothness of spectral subbundles and reducibility of quasiperiodiclinear differential systems,” Journal of Differential Equations, vol. 41, no. 2, pp. 262–288, 1981.

[4] S. Redkar, “Reduced order modeling of parametrically excited micro electroMechanical systems(MEMS),” Advances in Mechanical Engineering, vol. 2010, Article ID 632831, 12 pages, 2010.

[5] V. A. Yakubovich and V. M. Starzhinskii, Linear Differential Equation with Periodic Coefficients, Part I andPart II, John Wiley & Sons, New York, NY, USA, 1975.

[6] L. Brogan,Modern Control Theory, Quantum Publishers, New York, NY, USA, 1974.[7] R. E. Kalman and J. E. Bertram, “Control system analysis and design via the “second method” of

Lyapunov. I. Continuous-time systems,” Journal of Basic Engineering, vol. 82, pp. 371–393, 1960.[8] E. F. Infante, “On the stability of some linear nonautonomous random systems,” Journal of Applied

Mechanics, vol. 35, pp. 7–12, 1968.[9] F.R. Gantmacher, The Theory of Matrices, Chelsea Publishing Co., New York, NY, USA, 1977.[10] F. Kozin, “Some results on stability of stochastic dynamical systems,” Probabilistic EngineeringMechan-

ics, vol. 1, pp. 13–22, 1986.[11] S. Redkar, J. Liu, and S. C. Sinha, “Stability and robustness analysis of a linear time-periodic system

subjected to random perturbations,” Communications in Nonlinear Science and Numerical Simulation,vol. 17, no. 3, pp. 1430–1437, 2012.

[12] R. H. Mohler, Nonlinear Systems, Volume 1: Dynamics and Control, Prentice Hall, Upper Saddle River,NJ, USA, 1991.

[13] T. T. Soong, Random Differential Equations in Science and Engineering, Academic Press, New York, NY,USA, 1973.

[14] R. S. Zounes and R. H. Rand, “Transition curves for the quasi-periodic Mathieu equation,” SIAMJournal on Applied Mathematics, vol. 58, no. 4, pp. 1094–1115, 1998.

[15] R. Zounes, An analysis of the nonlinear quasiperiodic Mathieu equation, Ph.D. thesis, Center for AppliedMathematics, Cornell University, Ithaca, NY, USA, 1997.

[16] S. C. Sinha, “Symbolic computation of fundamental solution matrices for linear time-periodicdynamical systems,” Journal of Sound and Vibration, vol. 206, no. 1, pp. 61–85, 1997.

[17] S. C. Sinha, E. Gourdon, and Y. Zhang, “Control of time-periodic systems via symbolic computationwith application to chaos control,” Communications in Nonlinear Science and Numerical Simulation, vol.10, no. 8, pp. 835–854, 2005.

[18] S. C. Sinha and D.-H. Wu, “An efficient computational scheme for the analysis of periodic systems,”Journal of Sound and Vibration, vol. 151, no. 1, pp. 91–117, 1991.

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