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Stability of thermoelastic Timoshenko beam with suspenders and time-varying feedback
Advances in Continuous and Discrete Models volume 2023, Article number: 7 (2023)
Abstract
This paper considers a one-dimensional thermoelastic Timoshenko beam system with suspenders, general weak internal damping with time varying coefficient, and time-varying delay terms. Under suitable conditions on the nonlinear terms, we prove a general stability result for the beam model, where exponential and polynomial decay are special cases. We also gave some examples to illustrate our theoretical finding.
1 Introduction
In this paper, we consider a thermoelastic Timoshenko beam with suspension cables, weak internal damping, and a time-varying delay damping of the form
where \((x,t)\in (0,1)\times (0,\infty )\), φ represents the transverse displacement (in vertical direction) of the beam cross section, ψ is the angle of rotation of a cross-section. The vertical displacement of the vibrating spring (the cable) is represented by the function u, θ depicts the thermal moment of the beam, \(\lambda >0\) is the common stiffness of the string, and \(\alpha >0\) is the elastic modulus of the string (holding the cable to the deck). The positive constants ρ, \(\rho _{1}\), \(\rho _{2}\) are the density of the mass material of the cable, the mass density, and the moment of mass inertia of the beam, respectively. Also, b, k, β, m represent the rigidity coefficient of the cross-section, the shear modulus of elasticity, the thermal diffusivity, and the coupling coefficient which depends on the material properties, respectively. The function \(\tau (t)>0\) is the time-varying delay, \(\gamma _{1}\) and \(\gamma _{2} \) are real positive damping constants, \(g_{1}\) and \(g_{2}\) are the damping functions, and \(a(t)\) is a nonlinear weight function. We supplement (1.1) with the boundary conditions
and the initial data
The stability of the above thermoelastic Timoshenko system with suspension cables would be our penultimate focus in this work. The Timoshenko beam model is arguably very popular and most used when the vibration of a beam exhibits significant transverse shear strain. A model to describe this phenomenon was introduced by Timoshenko [35] in 1921, see also [15, 18]. The nonlinear vibration of suspension bridges have captured the attention of different researchers and a number of research articles were written on the topic. The somewhat unpredictable large oscillations of suspension bridges have been modeled in diverse ways, one may see [1, 14, 25]. In any attempt to adequately describe the complicated dynamics of a suspension bridge, a robust model would be one with a considerable amount of degrees of freedom. Without prejudice, some simplified models have been considered, but do not account for a number of realistic behavior of suspension bridges, e.g., torsional oscillations. Of an advantage is the fact that rigorous mathematical analysis is easily carried out with such simpler models. A typical simplified model is the one-dimensional vibrating beam model, where torsional motion is neglected by ignoring sectional dimensions of the beam when they are negligible compared to length of the beam. The emergence of string-beam systems which model a nonlinear coupling of a beam and main cable (the string) were born out of the pioneering works of Lazer, McKenna, and Walter [23, 25, 26] (see also [7] and its references). Though initially modeled through the classic Euler–Bernoulli beam theory, the Timoshenko beam theory is also proven to perform better in predicting a beam response to vibrations than a model based on the classical Euler–Bernoulli beam theory. Indeed, the Timoshenko beam theory takes into account both rotary inertia and shear deformation effects, these are often neglected when applying Euler–Bernoulli beam theory.
In the Timoshenko beam with suspenders which is modeled by (1.1), the suspenders are cables which are elastic in nature and are attached to the beam with elastic springs. The temperature dissipation here is assumed to be governed by the Fourier law of heat conduction. For \(a(t)\equiv 1\), \(g_{1}(s)\equiv s\) and \(\gamma _{2}\equiv 0\), \(g_{2}\equiv 0\) in system (1.1), Bochichio et al. [6] proved a well-posedness and an exponential stability result. A number of works have been done on different thermoelastic Timoshenko models without suspenders (see [10, 12, 16, 17, 28] and references in them). Time delays occur in systems modeling many phenomena in areas such as biosciences, medicine, physics, robotics, economics, chemical, thermal, and structural engineering. These phenomena depend on both present and some past history of occurrences, see [8, 9, 13, 21, 34] and the examples therein. In the case of constant delay and constant weight, the delay term usually accounts for the past history of strain, only up to some finite time \(\tau (t)\equiv \tau \).
A step further involves results in the literature about constant weights (\(\gamma _{1}a(t)\equiv \gamma _{1}\), \(\gamma _{2}a(t)\equiv \gamma _{2}\) constants) and time-varying delay \(\tau (t)\). Works presenting the exponential stability result for wave equation with boundary or internal time-varying delay appeared in Nicaise et al. [32, 33]. Enyi and Mukiawa in [11] presented a general decay result for a viscoelastic plate equation under the condition \(|\gamma _{2}|<|\gamma _{1}|\sqrt{(1-d)}\). Furthermore, in [4, 24], the authors presented some existence and stability results for wave equation with internal time-varying delay and time-varying weights; and for suspension bridge models, see Mukiawa [3, 27, 29, 30].
Motivated by the works in [3, 6, 29], in the current paper, we are concerned with the stability result for the thermoelastic Timoshenko system with suspension cables, time-varying internal feedback, and time-varying weight given in (1.1)–(1.3). The result in [6] is a particular case of our result in this paper.
We arrange this paper in the following manner. In Sect. 2, we state the needed assumptions. In Sect. 3, we present the proof of some technical and needed lemmas for our main result. In the last Sect. 4, we present and prove our main stability result. Throughout this paper, c and \(c_{i}\), \(i=1,2,\dots \), are generic positive constants, which are not necessarily the same from line to line.
2 Functional settings and assumptions
In this section, we state some needed assumptions on the damping coefficients, nonlinear functions, and the time-varying delay. As in [5, 32, 33], we assume the following conditions:
- \((A_{1})\):
-
Function \(a:[0,+\infty )\rightarrow (0,+\infty )\) is a nonincreasing \(C^{1}\)-function such that there exists a positive constant C satisfying
$$ \bigl\vert a'(t) \bigr\vert \leq Ca(t),\qquad \int _{0}^{+\infty}a(t)\,dt=+\infty . $$(2.1) - \((A_{2})\):
-
Fuction \(g_{1}:\mathbb{R}\rightarrow \mathbb{R}\) is a nondecreasing \(C^{0}\)-function such that there exist positive constants \(C_{1}\), \(C_{2}\), r and a convex increasing function \(\chi \in C^{1}([0,+\infty ))\cap C^{2}((0,+\infty ))\) satisfying \(\chi (0)=0\) or χ is a nonlinear strictly convex \(C^{2}\)-function on \((0, r]\) with \(\chi '(0), \chi ''>0\) such that
$$\begin{aligned}& s^{2}+g_{1}^{2}(s) \le \chi ^{-1}\bigl(s g_{1}(s)\bigr),\quad \text{for all } \vert s \vert \le r, \end{aligned}$$(2.2)$$\begin{aligned}& C_{1}s^{2} \le sg_{1}(s)\le C_{2}s^{2}, \quad \text{for all } \vert s \vert \ge r. \end{aligned}$$(2.3)Function \(g_{2}:\mathbb{R}\rightarrow \mathbb{R}\) is an increasing and odd \(C^{1}\)-function such that for some positive constants \(C_{3}\), \(\alpha _{1}\), \(\alpha _{2}\),
$$\begin{aligned}& \bigl\vert g_{2}'(s) \bigr\vert \leq C_{3}, \end{aligned}$$(2.4)$$\begin{aligned}& \alpha _{1}\bigl(sg_{2}(s)\bigr) \leq G(s) \leq \alpha _{2}\bigl(sg_{1}(s)\bigr), \end{aligned}$$(2.5)where
$$ G(s)= \int _{0}^{s}g_{2}(r)\,dr. $$(2.6) - \((A_{3})\):
-
There exist \(\tau _{0},\tau _{1}>0\) such that
$$\begin{aligned}& 0 < \tau _{0}\leq \tau (t)\leq \tau _{1},\quad \forall t>0, \end{aligned}$$(2.7)$$\begin{aligned}& \tau \in W^{2,\infty}(0,T), \quad \forall T>0, \end{aligned}$$(2.8)$$\begin{aligned}& \tau '(t) \leq d< 1,\quad \forall t>0. \end{aligned}$$(2.9) - \((A_{4})\):
-
The damping coefficients satisfy
$$ \gamma _{2} \alpha _{2}(1-d\alpha _{1})< \alpha _{1}(1-d)\gamma _{1}. $$(2.10)
Remark 2.1
Using the monotonicity of \(g_{2}\) and the mean value theorem for integrals, we deduce that
It follows from (2.5) that \(\alpha _{1}<1\).
Similarly, as in Nicaise and Pignotti [31], we introduce the following change of variable:
It follows that
Therefore, system (1.1) becomes
subjected to the boundary conditions
and initial data
We introduce the following spaces:
For completeness, we state without proof the existence and uniqueness result for problem (1.1)–(1.3). The result can be established using the Faedo–Galerkin approximation method, see [5] or standard nonlinear semigroup method, see [19, 20].
Theorem 2.1
Let
and
be given such that
Suppose conditions \((A_{1})\)–\((A_{4})\) hold. Then, problem (1.1)–(1.3) has a unique global weak solution in the class
3 Technical lemmas
In this section, we prove some important lemmas which will be essential in establishing the main result. Let μ̄ be a positive constant satisfying
and set
The energy functional of system (2.14)–(2.16) is defined by
Lemma 3.1
Let \((u,\varphi , \psi , \theta ,z)\) be the solution of system (2.14)–(2.16). Then, the energy functional (3.2) satisfies
Proof
Multiplying (2.14)1 by \(u_{t}\), (2.14)2 by \(\varphi _{t}\), (2.14)3 by \(\psi _{t}\), and (2.14)4 by θ, integrating the outcome over \((0,1)\), and applying integration by parts and the boundary conditions, we get
Adding (3.4)–(3.7), we arrive at
Now, multiplying equation (2.14)5 by \(\mu (t)g_{2}(z(x,\sigma ,t))\) and integrating over \((0,1)\times (0,1)\), we obtain
On account of (2.6), we can write
Therefore, (3.9) becomes
It follows that
Recalling the definition of the energy functional (3.2), and adding (3.8) and (3.12), we obtain
On the account of \((A_{1})\) and (2.5), we get
Now, we consider the convex conjugate of G defined by
which satisfies the generalized Young inequality (see [2])
Using (2.5) and the definition of G, we get
Therefore, on account of (2.5) and (3.17), we have
A combination of (3.14), (3.16), and (3.18) leads to
Recalling that \(\mu (t)=\bar{\mu}a(t)\), it follows from (3.19) that
Using (2.9) and (3.1), we obtain the desired result. This finishes the proof. □
Lemma 3.2
The functional \(F_{1}\), defined by
satisfies, along the solution of system (2.14)–(2.16) and for any \(\epsilon _{1}, \epsilon _{2}>0\), the estimate
Proof
Differentiating \(F_{1}\), using (2.14)3 and (2.14)4, then integrating by parts and exploiting the boundary conditions lead to
Making use of Cauchy–Schwarz, Young’s, and Poincaré’s inequalities, we get (3.21). □
Lemma 3.3
The functional \(F_{2}\), defined by
satisfies, along the solution of system (2.14)–(2.16), the estimate
Proof
Directly differentiating \(F_{2}\), using (2.14)1, (2.14)2, and (2.14)3, then applying integration by parts and boundary conditions, we obtain
Using \((A_{1})\), Young’s and Poincaré’s inequalities, we obtain (3.23). □
Lemma 3.4
The functional
satisfies, along the solution of system (2.14)–(2.16), the estimate
Proof
Differentiating \(F_{3}\), we get
Using the last equation in (2.14), we can express the last term on the right hand-side of (3.26) as
Substituting (3.27) into (3.26), we arrive at
Using condition (2.5) and Young’s inequality, we obtain (3.26). □
Lemma 3.5
Let \((u,\varphi , \psi ,\theta , z)\) be the solution of system (2.14)–(2.16). Then, for \(N, N_{1}, N_{2}>0\) sufficiently large, the Lyapunov functional L, defined by
satisfies, for some positive constants \(c_{1}\), \(c_{2}\), η,
and
Proof
Applying Cauchy–Schwarz, Young’s, and Poincaré’s inequalities, we have
Using the relations
we arrive at
From (3.33), we obtain
By choosing N large enough such that
estimate (4.14) follows. Next, we establish (3.31). Using Lemmas 3.1–3.4, we get
Choosing
we arrive at
Now, we choose \(N_{1}\) large such that
Next, we select N very large so that (4.14) remains true and
Therefore, using the energy functional defined by (3.2), we obtain (3.31). □
4 Stability result
In this section, we are concerned with the main stability result, and is stated as follows.
Theorem 4.1
Let \((u,\varphi , \psi , \theta , z)\) be the solution of system (2.14)–(2.16) and assume (A1)–(A4) hold. Then, for some positive constants \(\delta _{1}\), \(\delta _{2}\), \(\delta _{3}\), and \(r_{0}\), the energy functional (3.2) satisfies
where
Proof
We divide the proof into two cases:
Case I: χ is linear. Using (A2), we get
Thus,
Therefore, multiplying (3.31) by \(a(t)\) and using (3.3) and (4.2), we conclude that
Exploiting (A2) and (3.30), it follows that
and, for some constant \(\eta _{1}>0\), the functional \(L_{0}\) satisfies
A simple integration of (4.4) over \((0,t)\), using (4.3), yields
Case II: χ is nonlinear on \([0,r]\). Here, as in [22], we select \(0< r_{1}\le r\) so that
On account of (A2) and the continuity of \(g_{1}\) with the fact that \(|g_{1}(s)|>0\), for \(s\ne 0\), we conclude that
Now, we introduce the following partitions:
and the functional h, defined by
Using the fact that \(\chi ^{-1}\) is concave and Jensen’s inequality, it follows that
Combining (4.7) and (4.8), we have
and
Multiplying (3.31) by \(a(t)\) and using (4.9) and (4.10), we obtain
It follows from (A1) that
where
Let \(r_{0}< r\) and \(\eta _{0}>0\) to be specified later. Then, combining (4.12) and the fact that
the functional \(L_{2}\), defined by
satisfies
for some positive constants \(\kappa _{1}\), \(\kappa _{2}\), and
To estimate the term A in (4.15), we consider the convex conjugate of χ denoted by \(\chi ^{*}\), defined by
and which satisfies the generalized Young’s inequality
Taking \(X=\chi ' (r_{0}\frac {E(t)}{E(0)} )\) and \(Y=\chi ^{-1} (h(t) )\) and recalling Lemma 3.1 and (4.6), then (4.15)–(4.17) lead to
By choosing \(r_{0}=\frac {\eta E(0)}{2c}\), \(\eta _{0}=2c\), and recalling that \(E'(t)\le 0\), we arrive at
where \(\eta _{1}>0\) and \(\chi _{0}(t)=t\chi '(r_{0}t)\). Now, since χ is strictly convex on \((0,r]\), we conclude that \(\chi _{0}(t)>0\), \(\chi '_{0}(t) >0\) on \((0, 1]\). Using (4.14) and (4.19), it follows that the functional
satisfies
and, for some \(\delta _{2}>0\),
which yields
where
Integrating (4.22) over \([0, t]\), keeping in mind the properties of \(\chi _{0}\), and the fact that \(\chi _{1}\) is strictly decreasing on \((0, 1]\), we obtain
for some \(\delta _{3}>0\). Using (4.20) and (4.23), the proof of Theorem 4.1 is completed. □
5 Examples
We end this section by giving some examples to illustrate the obtained result.
Let
be a strictly increasing function such that \(g_{0}(0)=0\) and, for some positive constants \(c_{1}\), \(c_{2}\) and r, the function \(g_{1}\) satisfies
We consider the function
It follows that χ is a \(C^{2}\)-strictly convex function on \((0,r]\) when \({\mathrm{g_{0}}}\) is nonlinear and therefore satisfies condition \((A_{2})\). Now, we give some examples of \(g_{0}\) such that \(g_{1}\) satisfies (5.1) near 0.
-
1.
Let \(g_{0}(s)= \lambda s\), where \(\lambda >0\) a constant, then \(\chi (s)= \bar{\lambda} s\), where \(\bar{\lambda}=\frac {\lambda}{2}\) satisfies \((A_{2})\) near 0 and from (4.1), we get
$$ E(t)\leq \bar{\delta}\exp \biggl( -\delta _{2} \int _{0}^{t}a(s)\,ds \biggr), \quad \forall t\geq 0. $$ -
2.
Let \(g_{0}(s) = \frac {1}{s}e^{-\frac{1}{s^{2}}}\), then \(\chi (s)= e^{-\frac{2}{s}}\) satisfies \((A_{2})\) in the neighborhood of 0 and from (4.1), we obtain
$$ E(t)\leq \delta _{1} \biggl( \ln \biggl(\delta _{2} \int _{0}^{t} a(s)\,ds+ \delta _{3} \biggr) \biggr)^{-1}, \quad \forall t\geq 0. $$(5.3) -
3.
Let \(g_{0}(s) = e^{-\frac{1}{s}}\), then \(\chi (s)= \sqrt{\frac{s}{2}} e^{-\sqrt{\frac{2}{s}}}\) satisfies \((A_{2})\) near 0 and using (4.1), we obtain
$$ E(t)\leq \delta _{1} \biggl( \ln \biggl(\delta _{2} \int _{0}^{t} a(s)\,ds + \delta _{3} \biggr) \biggr)^{-2}, \quad \forall t\geq 0. $$(5.4)
6 Conclusion
In this work, we obtained some general decay results for a thermoelastic Timoshenko beam system with suspenders, general weak internal damping, time-varying coefficient, and time-varying delay terms. The damping structure in system (2.14)–(2.16) is sufficient enough to stabilize the system without any additional conditions on the coefficient parameters as it is the case with many Timoshenko beam systems in the literature. The result of the present paper generalizes the one established in Bochichio et al. [6] and allows a large class of functions that satisfy condition \((A_{2})\). We also gave some examples to illustrate our theoretical finding.
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The authors gratefully acknowledge the technical and financial support from the Ministry of Education and University of Hafr Al Batin, Saudi Arabia.
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Mukiawa, S.E., Enyi, C.D. & Messaoudi, S.A. Stability of thermoelastic Timoshenko beam with suspenders and time-varying feedback. Adv Cont Discr Mod 2023, 7 (2023). https://doi.org/10.1186/s13662-023-03752-w
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DOI: https://doi.org/10.1186/s13662-023-03752-w