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        On Uniform Decay of Solutions for Extensible Beam Equation with Strong Damping

        2014-07-24 15:29:27FENGBaoweiZHANGMingLIANGTiewangLIHaiyan
        關(guān)鍵詞:季刊創(chuàng)刊印刷

        FENG Bao-wei,ZHANG Ming,LIANG Tie-wang,LI Hai-yan

        (1.College of Economic Mathematics,Southwestern University of Finance and Economics,Chengdu 611130,China;2.College of Information Science and Technology,Donghua University,Shanghai201620, China;3.Department of Inforwation and Arts Design,Henan Forestry Vocational College,Luoyang 471002,China)

        On Uniform Decay of Solutions for Extensible Beam Equation with Strong Damping

        FENG Bao-wei1,ZHANG Ming2,LIANG Tie-wang3,LI Hai-yan2

        (1.College of Economic Mathematics,Southwestern University of Finance and Economics,Chengdu 611130,China;2.College of Information Science and Technology,Donghua University,Shanghai201620, China;3.Department of Inforwation and Arts Design,Henan Forestry Vocational College,Luoyang 471002,China)

        This paper investigates the existence and uniform decay of global solutions to the initial and boundary value problem with clamped boundary conditions for a nonlinear beam equation with a strong damping.

        extensible beam equation;global existence;uniqueness;uniform decay

        §1. Introduction

        In this paper we study a nonlinear extensible beam equation with a strong damping

        whereαandγare positive constants,???n(n≥1)is a bounded domain with smooth boundary??,νis the unit outward normalon??.Here M(·)is a function.

        In recent years,many mathematicians have paid their attention to the global wellposedness and energy decay for nonlinear wave equations,hyperbolic systems and viscoelastic equations. Firstly,we recall some results concerning extensible beam equations.In 1950,Woinowsky-Krieger[1]proposed the one-dimensional nonlinear equation of vibration of beams,which is given by

        where L is the length of the beam andα,β,γare positive physical constants.The nonlinear part of(1.4)represents for the extensible eff ect for the beam whose ends are held a fixed distant apart in its transverse vibrations.In 1970s,mathematical analysis for global existence and asymptotic behavior of these extensible beams have been studied by Ball[23],Dickey[4], Medeiros[5]and the references therein.

        The general form of(1.4)reads

        where M(·)is a function satisfying some conditions.When functions f,g,h=0 in(1.5),many researches have been devoted to the study ofextensible beam equations,see,e.g.,Brito[6],Ma[7], Oliveira and Lima[8],Rivera[910],etc.Patcheu[11]studied the existence and decay property of global solutions to the Cauchy problem of(1.5)at the abstract level with f=0.Tusnack[12]investigated(1.5)with clamped boundary conditions and f=0 and obtained the exponential decay of the energy when a damping of type a(x)utis effective near the boundary.Cavalcanti et al[13]investigated the global existence and asymptotic behavior of the initial and boundary value problem of(1.5)with clamped boundary conditions.They established the globalexistence of solutions by the fixed point theorem and continuity arguments.They proved that the IBVP possesses a unique globalweak solution u,with(u,ut)∈C(?+;H20×L2),provided that M∈C1,

        with 1< ρ,r≤ n/n?2 if n≥ 3;ρ,r> 1 if n=1,2.Under the basic research in[13], Ma and Narciso[14]subsequently studied the existence of global attractor to the IBVP of(1.5), with clamped boundary conditions.Recently,Yang[15]studied the global existence,stability and long time dynamics of solutions to the IBVP of(1.5).The author proved the IBVP is globally well-posed provided that either the growth exponent p of the source term f(u)is nonsupercritical or p is supercritical but is dominated by the growth exponent q of the nonlinear damping g(ut).Moreover,the author also investigated the existence offinite-dimensionalglobal attractors and exponential attractors.For the related work,one can refer to[16-19]and the references therein.

        To our best knowledge,the global existence for extensible beam equations with a strong damping were not previously considered.So,the objective of this work is to establish the global existence and uniqueness of initial boundary value problem(1.1)~(1.3)with clamped boundary conditions.Moreover,we discuss the uniform decay of energy.

        The outline of this paper is as follows.In Section 2,we give some preparations for our consideration and our main result.The statement and the proof of our main result will be given in Section 3.

        §2.Preliminaries and Main Result

        In this section,we give some preparations for our consideration and our main result.

        We define

        We assume M(·):?+→?+is a C2function satisfying

        (if M(z)is monotone nondecreasing).

        The energy of problem(1.1)~(1.3)is given by

        For convenience,we denote the norm and scalar product in L2(?)by‖·‖and(·,·),respectively.C1denotes a general positive constant,which may be different in different estimates.

        Now we are in a position to state our main result.

        Theorem 1 Let(2.3)hold.Ifthe initialcondition(u0,u1)∈H,then problem(1.1)~(1.3) admits a unique strong solution to(u(t),ut(t))∈H,such that for any t>0,

        Moreover there exist positive constants C2and C3such that the energy E(t)of problem (1.1)~(1.3)satisfies

        §3.Proof of Main Result

        In this section,we are going to complete the proof of Theorem 1.Firstly,we show the global existence and uniqueness of solutions for problem(1.1)~(1.3).

        Using the similar method as in[13],we can establish the global existence of solution (u(t),ut(t))∈H with a minimalmodification,we omit the detailed proofand(2.5)can also beobtained.Next we prove the uniqueness of solutions.

        Let(u(t),ut(t))and(v(t),vt(t))be two global solutions of problem(1.1)~(1.3)with respect to initial data(u0,u1)and(v0,v1)respectively.Letω(t)=u(t)?v(t).Thenω(t)verifies

        Multiplying(3.1)by utand integrating the result over?with respect to x,we have

        The direct computation gives

        It follows from(2.5)that

        Noting that the interpolation inequality

        we can get

        whereξ1=θ‖▽u‖2+(1?θ)‖▽v‖2andθ∈(0,1).Then we see that

        Differentiating(3.1)with respect to t,multiplying the result byωttand integrating by parts over?,we arrive at

        It is easy to see that

        By H¨older’s inequality,the interpolation inequality and(2.5),we conclude

        whereξ2=(1?θ1)‖▽u‖2+θ1‖▽v‖2andθ1∈(0,1).

        Similarly,

        withξ3=(1?θ2)‖▽u‖2+θ2‖▽v‖2andθ2∈(0,1).

        Combining(3.6)~(3.11),we obtain

        Now we define

        Then we can easily know that G(t)is equivalent to

        It follows from(3.12)~(3.13)that

        which,along with(3.13),gives

        From(3.1),we can derive

        which,combined with(3.14),yields

        This shows that the solution of problem(1.1)~(1.3)depend continuously on the initial data.

        In what follows,we shall show the uniform decay of energy defined in(2.4).

        Multiplying(1.1)by utand integrating the resulting equation over?,we get

        Let us define the functional

        For everyε>0,we define the perturbed modified energy by

        Firstly,we claim that forε>0 suffi ciently small

        Indeed,by Young’s inequality and Poincar′e’s inequality,we get

        Then we have

        which,takingε>0 smallenough,gives(3.18).

        On the other hand,by(2.4),we have

        Using(1.1),integration by parts and Young’s inequality,we see that for anyδ>0,

        which,noting that‖Δu(t)‖2≤C1E(t)and takingδ>0 small enough,implies

        It follows from(3.15),(3.17)~(3.18)and(3.21)that

        Takingε>0 so smallthatγ?C1ε≥0 and using(3.18),we shallsee below,

        and

        Integrating(3.23)and using inequality(3.18),we obtain

        This concludes the proof of Theorem 1.

        [1]WOINOWSKY-KRIEGER S.The eff ect of axial force on the vibration of hinged hars[J].Journal of Applied Mechanics,1950,17:35-36.

        [2]BALL J M.Stability theory for an extensible beam[J].Journalof Differential Equations,1973,14:399-418.

        [3]BALL J M.Initial-boundary value problems for an extensible beam[J].J Math Anal Appl,1973,42:61-90.

        [4]DICKEY R W.Infi nite systems for nonlinear oscillation equations with linear damping[J].SIAM Journal on Applied Mathematics,1970,19:208-214.

        [5]MEDEIROS L A.On a new class of nonlinear wave equations[J].J Math Anal Appl,1979,69:252-262.

        [6]BRITO E H.Decay estimates for the generalized damped extensible string and beam equations[J].Nonlinear Analysis,1984,8(12):1489-1496.

        [7]MA To-fu.Boundary stabilization for a non-linear beam on elastic bearings[J].Math Methods Appl Sci, 2001,24:583-594.

        [8]OLIVEIRA M L,LIMA O A.Exponential decay of the solutions of the beam system[J].Nonlinear Analysis, 2000,42:1271-1291.

        [9]RIVERA J E M,FATORI L H.Smoothing eff ect and propagations of singularities for viscoelastic plates[J]. J Math Anal Appl,1997,206(2):397-427.

        [10]RIVERA J E M,LAPA E C,BARRETO R.Decay rates for viscoelastic plates with memory[J].Journal of Elasticity,1996,44(1):61-87.

        [11]PATCHEU S K.On a global solution and asymptotic behavior for the generalized damped extensible beam equation[J].J.Diff erential Equations,1997,35:299-314.

        [12]TUSNAL M.Semi-internal stabilization for a nonlinear Euler-Bernoulli equation[J].Math Methods Appl Sci,1996,19:897-907.

        [13]CAVALCANTI M M,DOMINGOS CAVALCANTI V N,SORIANO J A.Global existence and asymptotic stability for the nonlinear and generalized damped extensible plate equation[J].Communications in Contemporary Mathematics,2004,6(5):705-731.

        [14]MA To-fu,NARCISO V.Globalattractor for a modelofextensible beam with nonlinear damping and source terms[J].Nonlinear Analysis,2010,73:3402-3412.

        [15]YANG Zi-jian.On an extensible beam equation with nonlinear damping and source terms[J].J Diff erential Equations,2013,254:3903-3927.

        [16]VASCONCELLOS C F,TEIXEIRA L M.Existence,uniqueness and stabilization for a nonlinear plate system with nonlinear damping[J].Ann de la Fac des Sci de Toulouse,1999,VIII(1):173-193.

        [17]PARK J Y,PARK S H.General decay for a nonlinear beam equation with weak dissipation[J].J Math Phys,2010,51:073508.

        [18]CAVALCANTI MM,DOMINGOS CAVALCANTI V N,SORIANO J A.Globalexistence and uniform decay rates to the Kirchhoff-Carrier equation with nonlinear dissipation[J].Adv Diff erential Equations,2001,6(6): 85-116.

        [19]ZUAZUA E.Stability and decay estimates for a class of nonlinear hyperbolic problems[J].Asymptotic Anal, 1988,1:161-185.

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        《數(shù)學(xué)季刊》由著名數(shù)學(xué)家陳景潤先生于1986年創(chuàng)刊,創(chuàng)刊為中文版,現(xiàn)為英文版。是我國數(shù)學(xué)界委托河南大學(xué)承辦,以刊登數(shù)學(xué)學(xué)科中具有創(chuàng)造性、代表學(xué)科水平的科研成果為主的綜合性學(xué)術(shù)刊物。

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        tion:35L25,35L57

        1002–0462(2014)01–0151–08

        Chin.Quart.J.of Math. 2014,29(1):151—158

        date:2013-06-15

        Supported by the NNSF of China(11271066,11326158);Supported by the grant of Shanghai Education Commission(13ZZ048);Supported by the Doctoral Innovational Fund of Donghua University(BC201138)

        Biography:FENG Bao-wei(1985-),male,native of Shangqiu,Henan,a Ph.D.candidate of Donghua University,engages in nonlinear evolution equations and infinite-dimensional dynamical systems.

        CLC number:O175.29 Document code:A

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