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ORIGINAL RESEARCH article

Front. Appl. Math. Stat., 19 May 2023
Sec. Mathematical Physics

Thermal Timoshenko beam system with suspenders and Kelvin–Voigt damping

\r\nSoh Edwin Mukiawa
&#x;Soh Edwin Mukiawa*Yasir KhanYasir KhanHamdan Al SulaimaniHamdan Al SulaimaniMcSylvester Ejighikeme Omaba&#x;McSylvester Ejighikeme OmabaCyril Dennis Enyi&#x;Cyril Dennis Enyi
  • Department of Mathematics, University of Hafr Al Batin, Hafr Al Batin, Saudi Arabia

In the present study, we consider a thermal-Timoshenko-beam system with suspenders and Kelvin–Voigt damping type, where the heat is given by Cattaneo's law. Using the existing semi-group theory and energy method, we establish the existence and uniqueness of weak global solution, and an exponential stability result. The results are obtained without imposing the equal-wave speed of propagation condition.
2010 MSC: 35D30, 35D35, 35B35.

1. Problem setting and introduction

In the present study, we consider a cable-suspended beam structure such as the suspension bridge, where the roadbed has a negligible sectional dimension in comparison with its length (span of the bridge). Therefore, it is modeled in Timoshenko theory through a one-dimensional extensible beam, while the (main) suspension cable models an elastic string that is coupled to the deck. The equations of motion describing such Timoshenko-suspended-beam system, see [19], are given by

{ρutt-Vx-Q=0,    in  (0,L)×+,ρAφtt-Sx+Q=0,   in  (0,L)×+,ρIψtt-Mx+S=0,  in  (0,L)×+,    (1.1)

where u = u(x, t) is the vertical displacement of the vibrating spring of main cable, φ = φ(x, t) is the transverse displacement, ψ = ψ(x, t) is the rotation angle, and L, ρ, A, and I are, respectively, length, mass density, cross-section area, and moment of inertia. The constitutive laws V, Q, S, and M are defined by

V=αux,  Q=λ(φ-u),  S=kGA(φx+ψ),  M=EIψx,    (1.2)

where the physical parameters α, λ, E, G, and k are, respectively, the elastic modulus of the string, the stiffness of elastic springs, the Young's modulus of the beam, the shear modulus, and the shear correction coefficient of the beam. Generally, the system (1.1) is not exponentially stable, see for instance [10, 11], and the references therein. Therefore, we need to introduce a dissipative mechanism to achieve an exponential stability. A common and powerful way of stabilizing hyperbolic systems from mechanical structures in literature is through thermal damping, see [12], where a generalized theory on thermoelasticity is established. Assuming the cable is thermally insulated and consider a stress–strain constitutive law of Kelvin–Voigt type, see [11], then (1.2) takes the form

{V=αux,  Q=λ(φ-u),S=kGA(φx+ψ)+γ1(φx+ψ)t-βθ,M=EIψx+γ2ψxt,    (1.3)

where γ0 and γ1 are damping coefficients, θ = θ(x, t) is the temperature difference, and β > 0 is a coupling constant. When the heat conduction θ in (1.3) is governed by Cattaneo's law [1315], we have the following:

{ρ3θt+qx+β(φx+ψ)t=0,    in  (0,L)×+,τqt+σq+θx=0,                          in  (0,L)×+,    (1.4)

where q = q(x, t) is the heat flux and ρ3, τ, and σ > 0 are coupling constants. Considering linear damping force with damping coefficient γ0 on the vertical displacement of suspenders and by setting L = 1, ρ1 = ρA, ρ2 = ρI, k1 = kGA, and k2 = EI, then substituting (1.3) into (1.1) and coupling it with (1.4), we arrive at the following system:

{ρutt-αuxx-λ(φ-u)+γ0ut=0,      in (0,1)×+ρ1φtt-k1(φx+ψ)x-γ1(φx+ψ)xt+βθx+λ(φ-u)=0,               in (0,1)×+,ρ2ψtt-k2ψxx-γ2ψxxt+k1(φx+ψ)+γ1(φx+ψ)t-βθ=0,       in (0,1)×+,ρ3θt+qx+β(φx+ψ)t=0,                                                                                in (0,1)×+,τqt+σq+θx=0,                                                                                in (0,1)×+.    (1.5)

We supplement system (1.5) with the boundary conditions as follows:

{u(0,t)=u(1,t)=φx(0,t)=φ(1,t)=0,   t+,ψ(0,t)=ψ(1,t)=θ(0,t)=q(1,t)=0,     t+,    (1.6)

and the initial data are

{u(x,0)=u0(x), φ(x,0)=φ0(x), ψ(x,0)=ψ0(x), θ(x,0)=θ0(x),x(0,1),ut(x,0)=u1(x), φt(x,0)=φ1(x), ψt(x,0)=ψ1(x),q(x,0)=q0(x), x(0,1).    (1.7)

The main focus of this article was to investigate system (1.5)−(1.7). We establish the well-posedness and the asymptotic behavior of solution by using the semi-group and the multiplier methods. For related results to system (1.5)−(1.7), we mention the result of Bochicchio et al. [16], where the authors considered system (1.5) with heat conduction governed by Fourier 's law (τ = 0), γ1 = γ2 = 0, and linear frictional damping on (1.5)1 and (1.5)2. They proved an exponential stability result and numerical analysis of the system. Very recently, Mukiawa et al. [17] studied (1.5) with general, delay, and weak internal damping on the first equation and established a general stability result. We also mention the study of Enyi [18], the author proved exponential stability results for thermoelastic Timoshenko beam systems with full and partial Kelvin–Voigt damping, where the heat conduction is governed by the Cattaneo law of heat transfer. There are many closely related Timoshenko systems in literature, which have discussed a lack of exponential stability, see [11, 19, 20], and the references therein. In comparison to the present system, there is no ambiguity since the system is fully damped. Another interesting direction that can be considered is a type of thermoelastic system governed by Saint-Venant's principle on bounded bodies, see [21], where the decay estimates of two-temperature model are obtained. For more related results, the reader should consult the following articles [2226] and the references therein. The rest of this study is organized as follows: In Section 2, we prove an existence and uniqueness result. In Section 3, we state and prove the main stability result.

2. Well-posedness

In this section, we transform system (1.5)−(1.7) into semi-group setting and establish the existence and uniqueness result. Let 〈., .〉 and ||.|| denote, respectively, the inner product and the norm in L2(0, 1).

1. We shall convert Problem (1.5)–(1.7) into the Cauchy form

Wt+AW=0,  W(0)=W0.    (2.1)

2. Define appropriate spaces and use the semi-group method, see Pazy [27], to establish the well-posedness.

To this end, we set W = (u, v, φ, w, ψ, z, θ, q)T, where v = ut, w = φt, and z = ψt. Thus, problem (1.5)–(1.7) becomes

(P){Wt+AW=0,W(0)=W0,    (2.2)

where W0=(u0,u1,φ0,φ1,ψ0,ψ1,θ0,q0)T and

AW=(-v-αρuxx-λρ(φ-u)+γ0ρv-w-k1ρ1(φx+ψ)x-γ1ρ1(wx+z)x+βρ1θx+λρ1(φ-u)-z-k2ρ2ψxx-γ2ρ2zxx+k1ρ2(φx+ψ)+γ1ρ2(wx+z)-βρ2θ1ρ3qx+βρ3(wx+z)στq+1τθx).

Next, we define the Sobolev spaces as follows:

Ha1(0,1):={ϕH01(0,1) :ϕ(0)=0}, and Ha2(0,1):={ϕH2(0,1):ϕxHa1(0,1)},H*1(0,1):={ϕH01(0,1) :ϕ(1)=0}, and H*2(0,1):={ϕH2(0,1):ϕxH*1(0,1)}.

The phase space of our problem is the following Hilbert space,

H:=H01(0,1)×L2(0,1)×H*1(0,1)×L2(0,1)×H01(0,1)×
L2(0,1)×L2(0,1)×L2(0,1).

We endow H with the following inner product:

W,W^H:=ρ01vv^dx+α01uxu^xdx+λ01(φ-u)(φ^-u^)dx                        +ρ101ww^dx+k101(φx+ψ)(φ^x+ψ^)dx+                       ρ201zz^dx                       +k201ψxψx^dx+ ρ301θθ^dx+τ01qq^dx,

for any W=(u,v,φ,w,ψ,z,θ,q)T,W^=(u^,v^,φ^,w^,ψ^,z^,θ^,q^)TH, and norm

WH2:=ρv2+αux2+λφ-u2+ρ1w2+k1φx+ψ2                        +ρ2z2+k2ψx2+ρ3θ2+τq2,

for any W = (u, v, φ, w, ψ, z, θ, q)TH.

The domain of A is defined as,

D(A):={(u,v,φ,w,ψ,z,θ,q)H|uH2(0,1)H01(0,1), vH01(0,1),φHa2(0,1)H*1(0,1), wH*1(0,1),ψ,zH2(0,1)H01(0,1), θHa1(0,1),qH*1(0,1), wx+zHa1(0,1),and (φx+ψ)Ha1(0,1)}.

Lemma 2.1. The operator A:D(A)HH is monotone.

Proof. Let W = (u, v, φ, w, ψ, z, θ, q) ∈ H, then using integration by parts and the boundary conditions (1.6), we get,

AW,WH=ρ01[-αρuxx-λρ(φ-u)+γ0ρv]vdx-α01uxvxdx                         +λ01(v-w)(φ-u)dx                         +ρ101[-k1ρ1(φx+ψ)x-γ1ρ1(wx+z)x+βρ1θx+λρ(φ-u)]wdx                         -k101(wx+z)(φx+ψ)dx                         +ρ201[-k2ρ2ψxx-γ2ρ2zxx+k1ρ2(φx+ψ)+γ1ρ2(wx+z)-βρ2θ]zdx                         -k201zxψxdx+ρ301[1ρ3qx+βρ3(wx+z)]θdx+τ01[στq+1τθx]                         qdx                         =γ0v2+γ1wx+z2+γ2zx2+σq20.

Therefore, A is monotone. 

Lemma 2.2. The operator A:D(A)HH is maximal.

Proof. Let F = (f1, f2, f3, f4, f5, f6, f7, f8)TH. We consider the stationary problem

W+AW=F,    (2.3)

where W = (u, v, φ, w, ψ, z, θ, q). Now, from (2.3), we get,

{u-v=f1,                                                                                                in H01(0,1),ρv-αuxx-λ(φ-u)+γ0v=ρf2,                                               in L2(0,1),φ-w=f3,                                                                                                in H*1(1,0),ρ1w-k1(φx+ψ)x-γ1(wx+z)x+βθx+λ(φ-u)=ρ1f4,                                                                                                                       in L2(0,1),ψ-z=f5,                                                                                                in H01(1,0),ρ2z-k2ψxx-γ2zxx+k1(φx+ψ)+γ1(wx+z)-βθ=ρ2f6,                                                                                                                 in L2(0,1),ρ3θ+qx+β(wx+z)=ρ3f7,                                                          in L2(0,1),τq+σq+θx=τf8,,                                                                               in L2(0,1).    (2.4)

From (2.4)1, (2.4)3, and (2.4)5, we have v = uf1, w = φ − f3, and z = ψ − f5, respectively. Therefore, (2.4) becomes,

{(ρ+γ0)u-αuxx-λ(φ-u)=ρf1+γ0f1+ρf2g1,    in L2(0,1),ρ1φ-(k1+γ1)(φx+ψ)x+βθx+λ(φ-u)                           =ρ1f3+ρ1f4-γ1fxx3-γ1fx5g2,       in H-1(0,1),ρ2ψ-(k2+γ2)ψxx+(k1+γ1)(φx+ψ)-βθ             =γ1fx3+ρ2f5+γ1f5-γ2fxx5+ρ2f6g3,   in H-1(0,1),ρ3θ+qx+β(φx+ψ)=βfx3+βf5+ρ2f7g4,                 in L2(0,1),(τ+σ)q+θx=τf8g5,                                                                     in L2(0,1).    (2.5)

We define the following bilinear form B on ℍ × ℍ and linear form L on ℍ, where :=H01(0,1)×H*1(0,1)×H01(0,1)×L2(0,1)×L2(0,1), as follows:

B((u,φ,ψ,θ,q),(u*,φ*,ψ*,θ*,q*))        :=(ρ+γ0)01uu*dx+α01uxux*dx+λ01(φ-u)(φ*-u*)dx        +ρ101φφ*dx+(k1+γ1)01(φx+ψ)(φx*+ψ*)dx         +ρ201ψψ*dx+(k2+γ2)01ψxψx*dx+ρ301θθ*dx         +(τ+σ)01qq*dx,

and

L((u*,φ*,ψ*,θ*,q*)):=01u*g1dx+01φ*g2dx+01ψ*g3dx                                                   +01g4θ*dx+01g5q*dx,

for every (u, φ, ψ, θ, q), (u*, φ*, ψ*, θ*, q*) ∈ ℍ.

When ℍ is endowed with the following norm,

(u,φ,ψ,θ,q)2=ρu2+αux2+λφ-u2+                                        ρ1φ2+k1φx+ψ2                                        +ρ2ψ2+k2ψx2+ρ3θ2+τq2,

it is easy to see that B is a continuous and coercive bilinear form on ℍ × ℍ, and L is a linear continuous form on ℍ. Therefore, by the Lax–Milgram theorem, there exists a unique (u, φ, ψ, θ, q) ∈ ℍ such that

B((u,φ,ψ,θ,q),(u*,φ*,ψ*,θ*,q*))=
L((u*,φ*,ψ*,θ*,q*)),  (u*,φ*,ψ*,θ*,q*).

It follows from (2.4)1, (2.4)3, and (2.4)5 that vH01(0,1), wH*1(0,1), and zH01(0,1), respectively. Then, using regularity theory, it follows from (2.5)1, (2.5)2, and (2.5)3, that u, φ, ψ ∈ H2(0, 1). Moreover, from (2.5)4 and (2.5)5, we deduce that θHa1(0,1) and qH*1(0,1). Therefore, W=(u,v,φ,w,ψ,z,θ,q)D(A) and satisfies (2.3), that is, A is maximal.

        

On account of Lemma 2.1 and Lemma 2.2, we apply the semi-group theory for linear operator, see [27], and immediately have the following result.

Theorem 2.1. Let W0H be given, then the Cauchy Problem (2.2) has a unique local weak solution,

WC([0,Tm),H), for some, Tm>0.

Remark 2.1. One can easily compute [see (3.3)] that the solution

W=(u,ut,φ,φt,ψ,ψt,θ,q)

of (1.5)–(1.7) is given by Theorem 2.1 that satisfies

W(t)H2CW0H2,  t0.

Thus, the solution W is global, that is, if W0H then WC([0,),H).

Now, due to the density of D(A) in H, we can announce the following result.

Theorem 2.2. Given W0D(A), then problem (1.5)–(1.7) has a unique global solution in the class

WC([0,),D(A))C1([0,),H).

3. Stability result

This section is devoted to the exponential stability of system (1.5)–(1.7). The energy functional associated with problem (1.5)−(1.7) is defined by

E(t)=12[ρut2+ρ1φt2+ρ2ψt2+αux2+λ(φ-u)2]            +12[k1φx+ψ2+k2ψx2+ρ3θ2+τq2].    (3.1)

The main stability result is as follows:

Theorem 3.1. The energy functional E(t) defined in (3.1) decays exponentially as time approaches infinity. That is, there exist two constants K, δ > 0 such that

E(t)Ke-δt,  t 0.    (3.2)

3.1. Proof of Theorem 3.1

We provide several Lemmas to facilitate the proof of Theorem (3.1).

Lemma 3.1. Let (φ, ψ, θ, q) be the solution of (1.5). Then, the energy functional (3.1) satisfies

E(t)=-γ0ut2-γ1φxt+ψt2-γ2ψxt2-σq20,  t0.    (3.3)

Proof. Multiplying (1.5)1 by ut, (1.5)2 by φt, (1.5)3 by ψt, (1.5)4 by θ, (1.5)5 by q, integrating over (0, 1), using integration by parts and the boundary conditions (1.6), we have,

12ddt(ρut2+αux2+λ(φ-u)2)-λ(φ-u),φt+γ0ut2=0,    (3.4)
12ddt(ρ1φt2+k1φx+ψ2)-k1(φx+ψ),ψt+γ1(φx+ψ)t,φxt                        +λ(φ-u),φt-βθ,φxt=0,    (3.5)
12ddt(ρ2ψt2+k2ψx2)+γ2ψxt2+k1(φx+ψ),ψt+                     γ1(φx+ψ)t,ψt-βθ,ψt=0,    (3.6)
12ddt(ρ3θ2)+θ,qx+βθ,(φx+ψ)t=0,    (3.7)

and

12ddt(τq2)+σq2-qx,θ=0.    (3.8)

Adding (3.4)–(3.8), we obtain,

ddtE(t)=-γ0ut2-γ1φxt+ψt2-γ2ψxt2-σq20,  t0.    (3.9)

The computations above are done for regular solution. However, the result remains true for weak solution by density argument.  

Remark 3.1. The lemma above implies that the energy (3.1) is decreasing and bounded above by E(0).

Now, we construct a suitable Lyapunov functional L such that

a1E(t)L(t)a2E(t),   t0,    (3.10)

for some a1, a2 > 0, and show that L satisfies for some η > 0

L(t)-ηL(t),  t0,    (3.11)

from which, we obtain

L(t)L(0)e-ϖt,  t0,    (3.12)

for some ϖ > 0. The exponential decay of L in (3.12) will then imply the exponential decay of the energy functional E(t). To achieve (3.10)–(3.12), we define L as follows:

L(t):=NE(t)+N1G1(t)+N2G2(t)+N3G3(t),  t0,    (3.13)

for some N, N1, N2, N3 > 0 to be specified later, and

G1(t)=ρut(t),u(t)+ρ1φt(t),φ(t)+ρ2ψt(t),ψ(t)+γ02u(t)2,G2(t)=τρ3θ(t),Q(t),           where  Q(x,t)=0xq(y,t)dy,G3(t)=-ρ1ρ3θ(t),Φt(t),           where  Φ(x,t)=0xφ(y,t)dy.    (3.14)

Let us mention that routine computations, applying Young's, Cauchy–Schwarz, and Poincaré's inequalities give (3.10). Next, we provide some Lemmas needed to establish (3.11)–(3.12).

Lemma 3.2. The functional G1, along the solution of system (1.5)−(1.7) satisfies the estimate

G1(t)-αux2-λφ-u2-k12φx+ψ2-k22ψx2+ρut2          +ρ1φt2+c1ψxt2+c2φxt+ψt2+c3θ2,  t0.    (3.15)

Proof. Differentiating G1, using (1.5)1, (1.5)2, and (1.5)3, then applying integration by parts and the boundary conditions (1.6), we obtain

G1(t)=ρut2+ρ1φt2+ρ2ψt2-αux2-λφ-u2-k1               φx+ψ2-k2ψx2-γ1(φx+ψ),(φxt+ψt)-               γ2ψx,ψxt+β(φx+ψ),θ.    (3.16)

Exploiting Young's and Poincaré's inequalities, we obtain,

G1(t)ρut2+ρ1φt2+ρ2ψxt2-               αux2-λφ-u2-k1φx+ψ2               -k2ψx2+k14φx+ψ2+γ12k1φxt+ψt2+               k22ψx2+γ222k2ψxt2+k14φx+ψ2+               β2k1θ2=-αux2-λφ-u2-k12φx+ψ2-               k22ψx2+ρut2+ρ1φt2+               (ρ2+γ222k2)ψxt2+γ12k1φxt+               ψt2+β2k1θ2.    (3.17)

By setting c1=ρ2+γ222k2,c2=γ12k1, and c3=β2k1, we obtain (3.15). 

Lemma 3.3. The functional G2, along the solution of system (1.5)− (1.7), satisfies the estimate

G2(t) -ρ32θ2+c4φxt+ψt2+c5q2,  t0.    (3.18)

Proof. Differentiation of G2, using (1.5)3 and (1.5)4, and applying integration by parts leads to

G2(t)=-ρ3θ2+τq2-τβ(φxt+ψt),Q(t)-σρ3θ,Q(t),

where

Q(x,t)=0xq(y,t)dy.

Using Cauchy–Schwarz, we note that

Q2=01(0xq(y,t)dy)2dxq2.

It follows by Young's and Cauchy–Schwarz inequalities that

G2(t)-ρ3θ2+τq2+τβ2φxt+ψt2+τβ2Q2+               ρ32θ2+σ2ρ32Q2-ρ32θ2+               τβ2φxt+ψt2+(τ+τβ2+σ2ρ32)q2.    (3.19)

Hence, we obtain (3.18), with c4=τβ2 and c5=(τ+τβ2+σ2ρ32)

Lemma 3.4. The functional G3, along the solution of (1.5), satisfies, the estimate

G3(t)-βρ12φt2+ϵ1φx+ψ2+ϵ2φ-u2+c6ψxt2+c7φxt+ψt2               +c8(1+1ϵ1+1ϵ2)θ2+c9q2,  t0.    (3.20)

Proof. Differentiation of G3, using (1.5)2 and (1.5)4, integration by parts and boundary conditions, we get,

G3(t)=-βρ1φt2-ρ1q,φt+βρ1ψt,Φt(t)-ρ3k1θ,(φx+ψ)               -ρ3γ1θ,(φxt+ψt)+λρ3θ,Ω(t)+ρ3βθ2,

where,

Φt(x,t)=0xφt(y,t)dy  and   Ω(x,t)=0x(φ(y,t)-u(y,t))dy.

Exploiting Cauchy–Schwarz inequality, we see that

Φt2φt2  and  Ω(t)2(φ-u)2.

Therefore, using Young's, Cauchy–Schwarz, and Poincaré's inequalities, we get

G3(t)-βρ1φt2+βρ14φt2+ρ1βq2+               βρ14Φt2+βρ1ψt2+ϵ1φx+ψ2+(ρ3k1)24ϵ1θ2+               ρ3γ12θ2+ρ3γ12φxt+ψt2               +ϵ2Ω(t)2+(λρ3)24ϵ2θ2+βρ3θ2               -βρ12φt2+ϵ1φx+ψ2+ϵ2φ-u2+βρ1ψxt2+               ρ3γ12φxt+ψt2+(βρ3+(ρ3k1)24ϵ1+(λρ3)24ϵ2)θ2+               ρ1βq2.

Thus, taking c6=βρ1,c7=ρ3γ12, c8=max{βρ3,(ρ3k1)24,(λρ3)24}, and c9=ρ1β, we obtain (3.20). 

Now, we give the proof of Theorem 3.1.

Proof. Using Lemma 3.1 and Lemmas 3.2−3.4, it follows from (3.13) that

L(t)-[γ0N-ρN1]ut2-ρ1[β2N3-N1]φt2-               [γ2N-c1N1-c6N3]ψxt2               -αN1ux2-[λN1-ϵ2N3]φ-u2-[k12N1-ϵ1N3]               φx+ψ2-k22N1ψx2-[γ1N-c2N1-c4N2-c7N3]               φxt+ψt2-[ρ32N2-c3N1-c8N3(1+1ϵ1+1ϵ2)]               θ2-[Nσ-c5N2-c9N3]q2.    (3.21)

By setting

N1=1,  ϵ1=k14N3,  ϵ2=λ2N3,

we obtain

L(t)-[γ0N-ρ]ut2-ρ1[β2N3-1]φt2-               [γ2N-c6N3-c1]ψxt2-αux2-λ2φ-u2-               k14φx+ψ2-k22ψx2               -[γ1N-c4N2-c7N3-c2]φxt+ψt2               -[ρ32N2-c8N3(1+4N3k1+2N3λ)-c3]               θ2-[Nσ-c5N2-c9N3]q2.    (3.22)

Now, we choose N3 large so that

β2N3-1>0.

Next, we select N2 large enough such that

ρ32N2-c8N3(1+4N3k1+2N3λ)-c3>0.

Lastly, we choose N very large enough so that (3.10) remain valid and

γ0N-ρ>0, γ2N-c6N3-c1>0, γ1N-c4N2-c7N3-               c2>0, Nσ-c5N2-c9N3>0.

Thus, we have

L(t)-η(ut2+φt2+ψxt2+ux2+φ-u2+φx+ψ2)-η(φxt+ψt2+ψx2+θ2+q2),    (3.23)

for some η > 0. Using (3.1) and Poincaré's inequality, we get

L(t)-η1L(t),  t0,    (3.24)

for some positive constant η1. Integrating (3.24) over (0, t) yields for some ϖ > 0

L(t)L(0)e-ϖt,  t0.    (3.25)

Hence, the exponential estimate of the energy functional E(t) in (3.2) follows from (3.25) and the equivalent relation (3.10). 

Data availability statement

The raw data supporting the conclusions of this article will be made available by the authors, without undue reservation.

Author contributions

All authors listed have made a substantial, direct, and intellectual contribution to the work and approved it for publication.

Funding

This study was funded by the Institutional Fund Projects # IFP-A-2022-2-1-04.

Acknowledgments

The authors gratefully acknowledge the technical and financial support from the Ministry of Education and the University of Hafr Al Batin, Saudi Arabia.

Conflict of interest

The authors declare that the research was conducted in the absence of any commercial or financial relationships that could be construed as a potential conflict of interest.

Publisher's note

All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article, or claim that may be made by its manufacturer, is not guaranteed or endorsed by the publisher.

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Keywords: Timoshenko, thermoelasticity, suspenders, Cattaneo's law, Kelvin–Voigt, well-posedness, stability

Citation: Mukiawa SE, Khan Y, Al Sulaimani H, Omaba ME and Enyi CD (2023) Thermal Timoshenko beam system with suspenders and Kelvin–Voigt damping. Front. Appl. Math. Stat. 9:1153071. doi: 10.3389/fams.2023.1153071

Received: 28 January 2023; Accepted: 24 April 2023;
Published: 19 May 2023.

Edited by:

Ibrahim A. Abbas, Sohag University, Egypt

Reviewed by:

Emad Awad, Alexandria University, Egypt
Carlos Alberto Nonato, Federal University of Bahia (UFBA), Brazil
Carlos Alberto Raposo Da Cunha, Federal University of Bahia (UFBA), Brazil

Copyright © 2023 Mukiawa, Khan, Al Sulaimani, Omaba and Enyi. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) and the copyright owner(s) are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

*Correspondence: Soh Edwin Mukiawa, mukiawa@uhb.edu.sa

ORCID: Soh Edwin Mukiawa orcid.org/0000-0002-6668-1107
McSylvester Ejighikeme Omaba orcid.org/0000-0002-5163-229X
Cyril Dennis Enyi orcid.org/0000-0001-9658-5864

Disclaimer: All claims expressed in this article are solely those of the authors and do not necessarily represent those of their affiliated organizations, or those of the publisher, the editors and the reviewers. Any product that may be evaluated in this article or claim that may be made by its manufacturer is not guaranteed or endorsed by the publisher.