Energy decay estimates of elastic transmission wave/beam systems with a local Kelvin-Voigt damping
Fathi Hassine

TL;DR
This paper investigates the energy decay rates of coupled elastic beam and wave systems with local Kelvin-Voigt damping, establishing polynomial decay estimates and demonstrating the absence of exponential decay.
Contribution
It provides new polynomial decay estimates for coupled systems with local damping and shows that exponential decay does not occur in these models.
Findings
Energy decays polynomially over time for both damping cases.
Damping acting on either the beam or wave equation leads to polynomial stability.
Exponential decay is not achieved in these coupled systems.
Abstract
We consider a beam and a wave equations coupled on an elastic beam through transmission conditions. The damping which is locally distributed acts through one of the two equations only; its effect is transmitted to the other equation through the coupling. First we consider the case where the dissipation acts through the beam equation. Using a recent result of Borichev and Tomilov on polynomial decay characterization of bounded semigroups we provide a precise decay estimates showing that the energy of this coupled system decays polynomially as the time variable goes to infinity. Second, we discuss the case where the damping acts through the wave equation. Proceeding as in the first case, we prove that this system is also polynomially stable and we provide precise polynomial decay estimates for its energy. Finally, we show the lack of uniform exponential decay of solutions for both models.
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Energy decay estimates of elastic transmission wave/beam systems with a local Kelvin-Voigt damping
FATHI HASSINE
*UR Analysis and Control of PDE 13ES64
Department of Mathematics, Faculty of Sciences of Monastir
University of Monastir, 5019 Monastir, Tunisia
email:* [email protected]
Abstract
We consider a beam and a wave equations coupled on an elastic beam through transmission conditions. The damping which is locally distributed acts through one of the two equations only; its effect is transmitted to the other equation through the coupling. First we consider the case where the dissipation acts through the beam equation. Using a recent result of Borichev and Tomilov on polynomial decay characterization of bounded semigroups we provide a precise decay estimates showing that the energy of this coupled system decays polynomially as the time variable goes to infinity. Second, we discuss the case where the damping acts through the wave equation. Proceeding as in the first case, we prove that this system is also polynomially stable and we provide precise polynomial decay estimates for its energy. Finally, we show the lack of uniform exponential decay of solutions for both models.
**Key words and phrases: **Transmission problem, local Kelvin-Voigt damping, stabilization, beam equation, wave equation, elastic systems.
Mathematics Subject Classification: 35A01, 35A02, 35M33, 93D20.
1 Introduction and motivation
Consider a clamped elastic beam of length . One segment of the beam is made of a viscoelastic material with Kelvin-Voigt constitutive relation. The longitudinal and transversal vibration of the beam can be described by the following equations
[TABLE]
and
[TABLE]
where and represent respectively the longitudinal and transversal displacement of the beam in the interval (the prime denotes the space derivative and the dot denotes the time derivative). The coefficient functions and are strictly positive and in and with being the characteristic function of the interval .
It is well known that the energy of the solutions of the system describing the longitudinal vibration of the beam is polynomially and not exponentially stable however the one of the transversal vibration of the beam is exponentially stable (see [LL98] and [LR05]). One question of interest then is how the stability properties are affected if we couple the exponentially stable beam equations to the conservative wave equations and if we couple the polynomially stable wave equations to the conservative beam equations by transmission conditions. That is, we wonder how these properties are affected if we consider the two following systems
[TABLE]
and
[TABLE]
where and represent the transversal displacement of the beam and and represent the longitudinal one and and with and in .
The third, the fourth and the fifth equation of (1.1) and (1.2) are called the transmission conditions. The first one is known as the continuity transmission condition, the second is described by the fact that the slope of the beam is null (This can be hold for example by imaging the beam is along the axis and deflects in the direction. This can be shown for instance if a clamped end on a sliding bearing that slides in the direction or also on a clamp at the end of a speedometer cable111Speedometer cable is flexible in bending and stiff in torsion. Thus, when held off to the side it can allow the beam to bend without allowing it to rotate at the end.) and the third, means that the two forces which are the shear force of the beam and the stress of the string are such that one cancels the other . Different transmission conditions have been treated in [AN10] for the thin plate model, and for the longitudinal and transversal vibrations of the Euler-Bernoulli beam [Has15], more natural transmission conditions have been taken into account.
Now the questions of interest are, is the full above systems stable and, if so, at which rate? The energy of a solution of (1.1) and (1.2) at the time are defined respectively by
[TABLE]
and
[TABLE]
By a formal calculation we can show that for all we have
[TABLE]
and
[TABLE]
This mean that the energy is decreasing over the time for both systems.
This last years the study of the stabilization problem for coupled systems has attracted a lot of attention e.g. [AB02], [ARSV11], [Ava07], [AL98], [BEPS06], [BRA11], [AN10], [AV09], [Has15], [Has16b], [Has16a], [Duy07], [Fat11], [LZ99], [RZZ05], [Teb12], [ZZ07], [ZZ06] and [ZZ03]. The systems discussed in those paper involve thermoelastic systems, fluid-structure interaction systems, and coupled wave-wave, plate-plate, or plate-wave equations. The techniques developed for a such coupled systems are very diverse. We can cite the approach based on the use of a Riesz basis, the frequency method based on Carleman estimates or on the multiplier method, the observability inequality, the approach based on spectral analysis…
What makes those kind of problems interesting is that the damping acts through only one equation. In addition, in our cases we are dealing with a locally distributed damping. This leads to technical difficulties when one tries to estimate the energy of the undamped equation. Our main purpose in this work is to develop a device that will help us to estimate the decay rate of the energy. Due to the locally distributed and unbounded nature of the damping, we use a frequency domain method and combine a contradiction argument with the multiplier technique to carry out a special analysis for the resolvent. Especially we will show that the energy of solutions of (1.1) and (1.2) is polynomially stable and due to the presence of the wave equation it is not exponentially stable in both cases.
This paper is organized as follows. In section 2 we gives the main results. In section 3 we discuss the case where the damping acts through the plate equation. In section 4 is devoted for the case where the damping acts through the wave equation. In section 5 we show that the solutions of systems (1.1) and (1.2) are not exponentially stable.
2 Preliminary and main results
Let with the norm
[TABLE]
and
[TABLE]
with the norm
[TABLE]
Define with the norm . Then is a Hilbert space and we define
[TABLE]
and
[TABLE]
Thus, (1.2) can be rewritten as an abstract evolution equation on ,
[TABLE]
Proposition 2.1
The linear operator generates a -semigroup of contractions on , in particular there exists a unique solution of (1.2) which can be expressed by means of a semigroup on having the following regularity of the solution
[TABLE]
if and a mild solution
[TABLE]
if . Further the semigroup is strongly stable i.e
[TABLE]
**Proof :
**The operator is dissipative by the fact,
[TABLE]
Moreover, by Lax-Miligram Theorem is onto. Consequently, generates a -semigroup of contractions on (see [Paz83]).
For the the strong stability, it is easy to show that there is no point spectrum of on the imaginary axis, i.e. . Then it follow from [CLL98, Lemma 4.1] that the resolvent set of contains the imaginary axis. Thus the result follow easily from [Ben78].
Our first main result is now given by the following
Theorem 2.1
The semigroup is polynomially stable and in particular, there exist such that for all
[TABLE]
Besides the semigroup is not exponentially stable.
We focus now to the system (1.1) and we define by
[TABLE]
with the norm
[TABLE]
We define with norm . Then is a Hilbert space in which we define the operator by
[TABLE]
with domain
[TABLE]
Then (1.1) can be rewritten as an abstract evolution equation on ,
[TABLE]
Similar to Proposition 2.1 we can prove here also the following
Proposition 2.2
The linear operator generates a -semigroup of contractions on , in particular there exists a unique solution of (1.1) which can be expressed by means of a semigroup on having the following regularity of the solution
[TABLE]
if and a mild solution
[TABLE]
if . Further, the semigroup is strongly stable i.e
[TABLE]
Assuming now that the function and we give now the second main result
Theorem 2.2
Under the above assumptions on the coefficients of (1.1) the semigroup is polynomially stable and in particular, there exist such that
[TABLE]
Besides the semigroup is not exponentially stable.
3 Damping arising from the transversal motion
The purpose of this section is to prove the fist part of Theorem 2.1. We need only to verify the condition for a semigroup of contractions on a Hilbert space being polynomially stable (see [BT10]), i.e.,
[TABLE]
Suppose that (3.1) is not true. By the continuity of the resolvent and the resonance theorem, there exist , , for all such that
[TABLE]
and
[TABLE]
This implies
[TABLE]
where
[TABLE]
For define
[TABLE]
and
[TABLE]
Comparing (3.8) and (3.9) we have
[TABLE]
The rest of the proof depends on the following two lemmas. Let .
Lemma 3.1
The function defined above has the following properties:
[TABLE]
**Proof :
**From (3.3), we have
[TABLE]
Therefore, from (3.4) we have
[TABLE]
and
[TABLE]
for every , such that .
Equations (3.6), (3.15) and (3.16) imply that
[TABLE]
Applying the interpolation theorem involving compact subdomain [Ada75, Theorem 4.23] we find that (3.14) and (3.17) imply
[TABLE]
Thus, (3.10) yields
[TABLE]
On the other hand, (3.12) follow from
[TABLE]
Since , we obtain that in . This combined with (3.19) yields (3.11). From the interpolation inequality [Ada75, Theorem 4.17], we also have (3.13).
Lemma 3.2
The functions , for all have the following properties:
[TABLE]
and in particular we have
[TABLE]
**Proof :
**Since , Sobolev’s embedding theorem implies that they are also in . By (3.4) and (3.18) we have
[TABLE]
Thus, converges to zero in , which immediately leads to (3.21).
Note that on . From the definition of the domain of , we know that and . It follows from (3.9) that
[TABLE]
Dividing (3.29) by we obtain (3.22) by using (3.13) in the previous lemma.
In ordre to prove (3.23)-(3.25), we substitute (3.4) into (3.6) and (3.5) into (3.7) to get
[TABLE]
We multiply the above equations by and respectively, then integrate by parts on . This leads to
[TABLE]
Here we have used (3.2), (3.4), (3.5), (3.6), (3.7) and (3.15). Since and also converges to zero in . Hence (3.31) implies that both and must converge to as . This further leads to
[TABLE]
when (3.27) is taken into account.
On the intervals , and , (3.30) becomes
[TABLE]
We multiply the first equation of (3.33) respectively by and and integrate on and respectively. Hence,
[TABLE]
and
[TABLE]
It is easy to see that the terms on the right hand side of (3.34) and (3.35) converges to zero. After a straightforward calculation (integration by parts), the two terms on the left hand side of (3.34) and (3.35) become
[TABLE]
[TABLE]
and
[TABLE]
[TABLE]
After substituting these terms into the real part of (3.34) and (3.35) and applying (3.21), (3.22) and (3.27), we obtain
[TABLE]
and
[TABLE]
Similarly, we can multiply the second equation of (3.33) by and integrate on to get
[TABLE]
Then (3.25) follow by summing (3.40), (3.41) and (3.42) and using (3.32) and the transmission condition .
Similarly in ordre to prove (3.23) and (3.24) we multiply the first equation of (3.33) by and integrating over then we obtain
[TABLE]
hence (3.23) follow by summing (3.40) and (3.43) and using (3.32) when (3.24) follow by summing (3.40), (3.42) and (3.43) and using again (3.32). Finally, (3.26) follow easily by taking the difference of (3.25) and (3.24).
We will show now that
[TABLE]
Denote by
[TABLE]
Then the first equation of (3.33) can be written as
[TABLE]
where we denoted by .
On the interval , by solving the first linear equation of (3.45) we get
[TABLE]
and
[TABLE]
where
[TABLE]
and
[TABLE]
We further solve (3.46) and using the boundary conditions to get
[TABLE]
Multiplying (3.49) by and taking , we have
[TABLE]
We substitute (3.47) and (3.48) into (3.50) and let , then (3.21) and (3.22) yields
[TABLE]
We argue that the above limit is zero by the following estimates
[TABLE]
and
[TABLE]
where we have used the fact that in , in , and . Thus we have proved the first identity of (3.44).
On the interval , by solving the first linear equation (3.45) we get
[TABLE]
[TABLE]
where
[TABLE]
[TABLE]
and
[TABLE]
where
[TABLE]
Multiplying the relation (3.55) by and taking then leads to
[TABLE]
where the last term satisfy
[TABLE]
Indeed, we have
[TABLE]
and
[TABLE]
Substitute the expression of , and in (3.53), (3.54) and (3.56) respectively into (3.57) we obtain
[TABLE]
Since is bounded by (3.24) then the second statement of (3.44) follows from (3.21), (3.22) in Lemma 3.2, (3.58) and the fact that as .
This leads form (3.26) to
[TABLE]
and form (3.23) we get
[TABLE]
which combined with (3.32) imply that
[TABLE]
Then from (3.24) and (3.44) we obtain
[TABLE]
In what follows, and in order to achieve our proof we will try to obtain a contradiction with (3.60).
We take in the relation (3.52) then we find
[TABLE]
where the last term verify
[TABLE]
Indeed, we have
[TABLE]
and
[TABLE]
Taking again in the relation (3.51), and using (3.61), and the transmission condition then we obtain
[TABLE]
where the last term verify
[TABLE]
Indeed, we have
[TABLE]
and
[TABLE]
We substitute the expression of and as defined in (3.53) and (3.54) respectively into the relation (3.63) then we find
[TABLE]
Finally, since the terms in right hand side of (3.65) tends to zero as by using (3.21), (3.22) in Lemma 3.2, (3.44), (3.62) and (3.64) then we find that . Hence we proved the promised contradiction. And this complete the proof.
4 Damping arising from the longitudinal motion
The purpose of this section is to prove the first part of Theorem 2.2. We need only to verify the condition for a semigroup of contractions on a Hilbert space being polynomially stable (see [BT10]), i.e.,
[TABLE]
We will argue by contradiction, thus we suppose that (4.1) is not true. By the continuity of the resolvent and the resonance theorem, there exist , , , such that
[TABLE]
and
[TABLE]
which mean
[TABLE]
where
[TABLE]
We first consider (4.4) and (4.6) on the interval . From (4.3), we obtain
[TABLE]
which imply that
[TABLE]
Thus we also have
[TABLE]
The rest of the proof depend on the following lemma.
Lemma 4.1
The functions and have the following properties:
[TABLE]
**Proof :
**From (4.4) we have
[TABLE]
Equations (4.6), (4.10) and (4.13) imply that
[TABLE]
Applying the interpolation theorem involving subdomains [Ada75, Theorem 4.23] we find that (4.9) and (4.14) imply
[TABLE]
We take the inner product of (4.6) with in to obtain
[TABLE]
Using (4.6), (4.10) and (4.15) we obtain for the third term in the right hand side of (4.16) that
[TABLE]
And similarly we can show that
[TABLE]
Now (4.16), (4.17) and (4.18) leads to
[TABLE]
Next we multiply (4.6) by and take inner product in to get
[TABLE]
and by multiplying (4.6) by and take inner product in we get
[TABLE]
Since the first and the third terms of (4.20) and (4.21) converge to zero by (4.10) and (4.19) then (4.11) yields. On the other hand by (4.4) and (4.15) we obtain
[TABLE]
then by (4.9) and (4.22) we get
[TABLE]
hence (4.12) hold from the Sobolev embedding inequalities.
Using now the continuity conditions at and , we arrive from (4.11) and (4.12) at
[TABLE]
We consider now (4.4)-(4.7) on the intervals , and , then by replacing (4.4) and (4.5) respectively into (4.6) and (4.7) we obtain
[TABLE]
Take the inner product of (4.25) with in and with in and the inner product of (4.26) with in . A straight forward calculation shows that the real part of this inner products leads to the following
[TABLE]
[TABLE]
and
[TABLE]
Similar as the previous section we prove also that
[TABLE]
where (4.23) is taken into account.
Summing now (4.27)-(4.29) and using (4.24) and (4.30) then we find
[TABLE]
Equation (4.25) is rewritten now in as follows
[TABLE]
where we have denoted by and .
Solving the first order equation of (4.32), we have
[TABLE]
where
[TABLE]
Resolving the first order equation of (4.33), we have
[TABLE]
where
[TABLE]
Multiplying (4.35) by and taking , we find
[TABLE]
Since and , as defined in (4.34) and (4.36) respectively, converge to zero using (4.24), and with integrating by parts we have
[TABLE]
and
[TABLE]
then the right hand side of (4.37) converge to zero. This leads to
[TABLE]
We take the derivative of (4.35) at the point , we obtain
[TABLE]
We use the same arguments as previously to prove that
[TABLE]
Equation (4.26) is rewritten now as follows
[TABLE]
where we denoted by and .
Solving the first linear equation of (4.41) we get
[TABLE]
[TABLE]
where
[TABLE]
[TABLE]
and using now the boundary conditions then we get
[TABLE]
Multiplying (4.44) by and take , we arrive at
[TABLE]
We substitute (4.42) and (4.43) into (4.45) and let , then (4.38) and (4.40) yields
[TABLE]
We argue that the above limit is zero by the following estimates
[TABLE]
and
[TABLE]
Hence we get that
[TABLE]
Returning now to (4.31) and using (4.40) and (4.46) then we obtain that
[TABLE]
Finally, we combine (4.30) and (4.47) to obtain a contradiction and this concludes the proof.
5 Non exponential stability
The purpose of this section is to prove that the solutions of systems (1.1) and (1.2) are not exponentially stable. More precisely we will show that the resolvent and are not uniformly bounded with respect to .
5.1 Case when the damping arising from the wave equation
Let , . We take constant in and
[TABLE]
and
[TABLE]
We set the restriction of over the intervals and respectively. Similarly are the restriction of over the intervals and respectively. In the intervals and we solve the resolvent equation
[TABLE]
where .
For , we have
[TABLE]
Let for all . Then (5.1) can be transformed into the first-order, diagonal and non homogeneous system in as follow
[TABLE]
Using the boundary condition we obtain the solution
[TABLE]
Using the fact that , we follow
[TABLE]
and in particular, we have
[TABLE]
Furthermore, since then we find that
[TABLE]
Similarly, using then we get
[TABLE]
and this leads to
[TABLE]
For , we have
[TABLE]
The solution of (5.5) is
[TABLE]
where and are constant and
[TABLE]
with
[TABLE]
By the continuity conditions at , i.e.
[TABLE]
we find that
[TABLE]
For , we have
[TABLE]
The solution of (5.7) is given by
[TABLE]
By continuity conditions at , i.e.
[TABLE]
we find that
[TABLE]
and
[TABLE]
For , we have
[TABLE]
The solution of (5.10) is given by
[TABLE]
where and by transmission and boundary conditions
[TABLE]
satisfies
[TABLE]
Consider only the four first equations of (5.11) then we obtain
[TABLE]
[TABLE]
and
[TABLE]
We substitute all that terms into the fifth equation of (5.11) and using the expressions of and in (5.8) and (5.9) we obtain
[TABLE]
Referring to the expression of and in (5.6) we get
[TABLE]
where here we have used the expressions of and in (5.3) and (5.4) respectively. Since the left hand side of (5.3) is equivalent to and the right hand side is equivalent to , using the fact that is equivalent to we obtain
[TABLE]
In what’s follow we want to prove that . It’s clear that if don’t tends to zero then tends to . We suppose now that converge to zero. If tends to zero then tends to . If and converge to non zero real numbers then should tends to zero and this is absurd according to the right hand side term of (5.13) which make as .
Referring to (5.2) this leads to
[TABLE]
Since as and
[TABLE]
we conclude that , thus is not exponentially stable.
5.2 Case when the damping arising from the beam equation
Let , . We take constant in and
[TABLE]
and
[TABLE]
We set the restriction of over the intervals and respectively. Similarly are the restriction of over the intervals and respectively. In the intervals and we solve the resolvent equation
[TABLE]
where .
For , we have
[TABLE]
The solution of (5.15) is
[TABLE]
where and verifies thanks to the boundary conditions
[TABLE]
For , we have
[TABLE]
The solution of (5.16) is
[TABLE]
where
[TABLE]
with
[TABLE]
By the continuity condition at i.e.
[TABLE]
we find
[TABLE]
[TABLE]
[TABLE]
[TABLE]
where
[TABLE]
For , we have
[TABLE]
The solution of (5.18) is
[TABLE]
where
[TABLE]
with
[TABLE]
By the continuity condition at , i.e.
[TABLE]
we find
[TABLE]
[TABLE]
[TABLE]
[TABLE]
where
[TABLE]
By taking account the condition we obtain
[TABLE]
where
[TABLE]
For , we have
[TABLE]
By proceeding as in the previous subsection (case when ) then we find
[TABLE]
where
[TABLE]
The transmission conditions
[TABLE]
allows to solve and particularly to obtain
[TABLE]
This further leads since to
[TABLE]
Using now the same arguments as in the end of the previous subsection to obtain
[TABLE]
and hence is not exponentially stable.
Acknowledgments
The author thanks the referees for many valuable remarks which helped us to improve the paper significantly.
The reference list from the paper itself. Each links out to its DOI / PubMed record.
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