Abstract
This manuscript deals with a Timoshenko system with damping and source. The existence and stability of the solution are analyzed taking into account the competition of the internal damping versus the logarithmic source. We use the potential well theory. For initial data in the stability set created by the Nehari surface, the existence of global solutions is proved using Faedo–Galerkin’s approximation. The exponential decay is given by the Nakao theorem. A numerical approach is presented to illustrate the results obtained.
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1 Introduction
The Timoshenko system is a model widely studied in the scientific community for vibrations of elastic beams. Its mathematical formulation is given by a system of two partial differential equations
where the functions \(\varphi \) and \(\psi \) depending upon \((x,t)\in (0,L)\times (0,T)\) model the transverse displacement of a beam with reference configuration \((0,L)\subset {\mathbb {R}}\) are transverse displacement and the rotations in the transverse sections, respectively. The functions M and S represent, respectively, the bending moment and the shear stress and satisfies
where \( \mu _j> 0\), \( j= 1, 2\) and \(|\cdot |_{{\mathbb {R}}}\) denote the absolute value of a real number.
The constants, \(\rho \) is the mass density, A the cross-sectional area, and I the moment of inertia. To simplify the notation, let us denote by \(\rho _1=\rho A,\) \(\rho _2=\rho I,\) \(\kappa =kAG\) and \(b=EI\). Under these conditions, we consider the initial-boundary problem for the following logarithmic Timoshenko System:
where \(\gamma _i>0\), \(i= 1, 2.\) Shear deformation effects were first introduced by Rankine [24] in 1858. Rotary inertia effects were apparently discovered independently by Bresse [6] in 1859 and Rayleigh [25] in 1945. One contributor to developing the theory that takes into account both effects was Paul Ehrenfest, who was cited by Timoshenko [27] in the footnote of his book, in Russian, Course in Elasticity (second volume) in 1916. Nowadays, this celebrated theory is often knowledge by Timoshenko’s paper [28] of 1921. For more detailed historic context, see [10,11,12] with references therein.
The internal damping is associated with an oscillating system and produces a loss of energy to overcome external sources that act in the mechanical resistance of the material. Logarithmic non-linearity is a class of nonlinearities distinguished by several interesting physical properties, see [7]. It appears, for instance, in dynamics of Q-ball in theoretical physics [14], theories of quantum gravity [31], inflationary models [4], and quantum mechanics [5].
There are several studies on this competition, that is, stability analysis of the global solution taking account the effect provoked by the presence of both, stabilizing mechanism and source term. Below, we cite a few. [9] studied the existence and exponential stability of the global solution to a Klein–Gordon equation of Kirchhoff–Carrier type with strong damping and logarithmic source term. An extensible beam equation of Kirchhoff type with internal damping and source term was investigated in [22]. Kirchhoff plate equations with internal damping and logarithmic non-linearity were considered in [23]. General decay result for a plate equation with non-linear damping and a logarithmic source term was established in [2]. For global solution and blow-up of logarithmic Klein–Gordon equation, see [29].
Motivated by the above studies, in this paper, we prove the global existence for the problem (1)–(5) by applying the potential well theory introduced by Payne and Sattinger [20] and Sattinger [26]. Furthermore, we obtain the exponential decay of solution for this problem.
This paper is organized as follows: In the next section, we are going to give some preliminaries. Section 3 deals with potential well theory. We introduce the stability set. In Sect. 4, we prove the existence of global solution. In Sect. 5, we study the exponential decay. Finally, Sect. 6 is devoted to the numerical approach.
2 Preliminaries
We denote \(L^{2}(0,L)\) the Hilbert’s space of square-integrable function on the interval (0, L), with the inner product
and norm
We use Sobolev space notation and properties as in [1]. We denote
and
In this section, we present some results needed for the proof of our results. We start defining the energy functional associated with the problem (1)–(5)
Direct differentiation of (6) gives us
Now, consider the following lemmas:
Lemma 2.1
(Sobolev–Poincaré Inequality) Let p be a number with in \(2<p<\infty \) if \(n=1, 2\) or \(2\le p\le \dfrac{2n}{n-2}\) if \(n\ge 3,\) then there exist a constant \(C>0\), such that
Lemma 2.2
(Aubin–Lions compactness Theorem [16], Theorem 5.1) Let \(T>0\), \( 1< p_0, p_1 < \infty \). Consider \(B_0 \subset B \subset B_1\) Banach spaces, \(B_0, B_1\) reflexives, \(B_0 \) with compact embedding in B. Define \(W=\{u\,\,|\,\,u \in L^{p_0}(0,T; B_0)\,,\,u_t \in L^{p_1}(0,T; B_1) \}\) equipped with the norm \( ||u||_{W} = ||u||_{L^{p_0}(0,T; B_0)} + ||u_t||_{L^{p_1}(0,T; B_1)}. \) Then, W has compact embedding in \(L^{p_0}(0,T; B)\).
Lemma 2.3
(Lions [16], Lemma 1.3 ) Let \(Q=\varOmega \times (0,T),\,\, T>0\) a bounded open set of \({\mathbb {R}}^n \times {\mathbb {R}}\) and \( g_m, g\,:\, Q \rightarrow {\mathbb {R}}\) functions of \( L^p(0,T;L^p(\varOmega ))= L^p(Q), \, 1< p < \infty \), such that \(||g_m||_{L^{p}(Q)} \le C,\,\,\,g_m \rightarrow g\,\,\text{ a.e. } \text{ in }\,\,Q\). Then, \( g_m \rightharpoonup g \,\,\,\text{ in }\,\,\,L^p(Q) \,\,\text{ as }\,\, m \rightarrow \infty \).
Lemma 2.4
(Nakao’s Lemma) [18] Suppose that \(\phi (t)\) is a bounded nonnegative function on \({\mathbb {R}}^+\), satisfying
for any \(t\ge 0\), where \(C_0\) is a positive constant. Then
where C and \(\alpha \) are positive constants.
3 The potential well
In this section, we present the potential well corresponding to the Eqs. (1)–(2). We define the operator \(J\;:\;\bigg (H_0^1(0,L)\bigg )^{2}\rightarrow {\mathbb {R}}\) by
For \( (\varphi ,\;\psi )\in \bigg (H_0^1(0,L)\bigg )^{2}\) and \(\lambda >0\), we have
Associated with J, we have the well-known Nehari Manifold
Equivalently
We define as in the Mountain Pass theorem due to Ambrosetti and Rabinowitz [3]
According to Willem [30], Theorem 4.2, the depth of the well d is a strictly positive constant given by
Now, we introduce
and partition it into two sets as follows:
and
Therefore, we define by \(W_1\) the set of stability for the problem (1)–(5).
Proposition 3.1
Let \(\big (\varphi _0,\psi _0\big )\in W_1\) and \(\big (\varphi _1,\psi _1\big )\in \big (L^2(0,L)\big )^{2}\). If \(E(0) < d\), then \( (\varphi ,\psi ) \in W_{1}.\)
Proof
We introduce the functional \( I(\varphi ,\psi )\) given by
Let \(T >0\). From (7), we get
and then
Note that in \(W_{1}\), we have \(I(\varphi (t),\psi (t)) > 0\) for all \(t \in (0,T)\). Arguing by contradiction, we suppose that there exists a first \(t_0 \in (0,T)\), such that \(I(\varphi (t_0),\psi (t_0) )=0\) and \(I(\varphi (t),\psi (t)) > 0\) for all \( 0 \le t < t_0\), that is
From the definition of \({\mathcal {N}}\), we have that \((\varphi (t_0),\psi (t_0)) \in {\mathcal {N}}\), which leads to
We deduce
which contradicts with (9). Then, \((\varphi (t),\psi (t)) \in W_{1}\) for all \(t \in [0,T)\). \(\square \)
4 Existence of global weak solution
In this section, we prove the existence of global weak solutions.
Theorem 4.1
Let \(\big (\varphi _0,\psi _0\big )\in W_1,\; E(0)<d\) and \(\big (\varphi _1,\psi _1\big )\in \big (L^2(0,L)\big )^{2}\). Then, the problem (1)–(5) admits a weak solution \(\big (\varphi , \psi \big )\) in the class
satisfying \(w,z\in H_0^1(0,L)\)
in \({\mathcal {D}}'(0,T)\).
Proof
We use the Faedo–Galerkin’s method. The proof of the global existence of solutions will be made in three steps: approximated problem, a priori estimates, and passage to the limit. \(\square \)
4.1 Approximated problem
Let \((w_\nu )_{\nu \in {\mathbb {N}}}\) be a basis of \( H_0^1(0,L)\) from the eigenvectors of the operator \(-\varDelta \), and
Consider
a solution of the approximated problem
\(\forall ~w,z\in V_m\). By virtue of Carathéodory’s theorem, see [8], the system (16) has a local solution in \([0,t_m)\), \(0<t_m \le T\). The extension of the solution to the whole interval [0, T] is a consequence of the following a priori estimates.
4.2 A priori estimates
Let \(w=\varphi _t^m(t)\) and \(z=\psi _t^m(t)\) in (16) and (17), respectively. Then, we have
From (6), we have
where \(E_{m}(t)\) is the approximated energy of the problem (16). Now, integrating (20) from 0 to t, \(0\le t \le t_m\), we obtain
Thus
which gives us the following estimate:
We have that \(J(\varphi _{0m},\psi _{0m})<d,\) and then, by (16), we get
where \(C_1\) is a positive constant independent of m and t.
These estimates imply that the approximated solution \((\varphi ^{m},\psi ^{m})\) exists globally in \([0,\infty ).\) See [13]. Then, by estimate (22), we have
Now, by the logarithmic inequality
we get
Analogously, we have
where \({\tilde{C}}_1\) and \({\tilde{C}}_2\) are constant independent of m and t. From (25) and (26), we get
4.3 Passage to the limit
From estimates (23) and (24), there exists a subsequence of \((\varphi ^m)\), \((\psi ^m)\) also denoted by \((\varphi ^m)\), \((\psi ^m)\), such that
Applying the Aubin–Lions compactness Theorem (Lemma 2.2), we get from (29) and (30)
and for all \(T>0\)
Now, since that \(f(s)=s\;ln|s|^{2}\) is continuous, we have the convergence
and
From (27), (28), (34), and (35) using the Lions’s Lemma (Lemma 2.3), we obtain
and
By the convergences (23), (24), (34) and (35), we can pass to the limit in the approximate system (16) and (17) and obtain for all \(w,z\in H_0^{1}(0,L)\)
The verification of the initial data is obtained in a standard way.
5 Exponential decay
In this section, we provide the exponential decay of the energy associated with the system solution (1)–(5).
Theorem 5.1
Under the hypothesis of Theorem 4.1, the energy associated with problem (1)–(5) satisfies
where \(C_0\;\text{ and }\; \alpha \) are positive constants.
Proof
Let \(w=\varphi _{t}(t)\) and \(z=\psi _{t}(t)\) in (38) and (39), respectively, and summing up the result, we obtain
that is
where E(t) is define in (6). Integrating (40) from t to \(t+1,\) we obtain
therefore, there exist \(t_1\in \bigg [t,t+\dfrac{1}{4}\bigg ]\) and \(t_2\in \bigg [t+\dfrac{3}{4},t+1\bigg ]\), such that
Let \(w=\varphi (t)\) and \(z=\psi (t)\) in (38) and (39), respectively. Summing the result, we get
Integrating (44) from \(t_1\) to \(t_2\), and using (43), we obtain
therefore
where \(C_1=C_1(\rho _1,\rho _2,\gamma _1,\gamma _2)>0\) is a constant. Now, from (42) and (45), we get
thus, there exists \(t^{*}\in [t_{1},t_{2}]\), such that
We deduce
Since that E(t) is increasing, by (42), (48), and (49), we obtain
Hence, by Nakao’s Lemma (Lemma 42)
where \(C_{i}=1, 2,\ldots , 9\) are positive constants. By Lemma (2.4), we conclude
where \(C_0\) and \(\alpha \) are positive constants. \(\square \)
6 Numerical approach
6.1 Variational formulation
Here, we use a representation to the functions \(\varphi , \psi \) and logarithmic source terms by component vectorial
Thus, from (1) to (5), we get the following variational problem:
where \({{\textbf {u}}}\) satisfies the initial conditions
Here
Here
where
6.2 Algorithms
Here, we developed an algorithms to obtain the numerical solutions and verified the properties of theoretical results to the Timoshenko beam’s with Logarithms source. We adopt our approximated solution by Finite-Element Method (FEM), in spatial variable and a finite difference method in the temporal variable with iterative methods. First, we consider a partition \(X_h\) over the interval \(\varOmega =(0,L),\) that is, \( X_h=\left\{ 0=x_0<x_1<\cdots <x_N=L\right\} ,\quad \varOmega _{j+1}=(x_j,x_{j+1}),\) and, \( \varOmega _{i}\bigcap \varOmega _j=\text{\O },\ i\ne j\ \text{ and }\ \varOmega =\bigcup _{e=1}^{Ne}{\overline{\varOmega }}_e \) where \(N_e\) is the number of the elements obtained of partition. We consider the following finite-dimensional subspaces:
where \(P_1\) is the set linear polynomials defined over the element \(\varOmega _e.\) We use a representation of the numerical solution \({{\textbf {u}}}^{h}=[\varphi ^h, \psi ^h]^\top \) analogous like in [17], and then, we have \( {{\textbf {u}}}^h(t,x)=\sum _{i=1}^{2N}d_i(t)\phi _i(x)\) where 2N is the number total of degrees of freedom of the finite-element approximation, and \(\phi _i(x),\ i = 1,\cdots , 2N,\) are the global vector interpolation functions. Therefore, we obtain the following dynamical problem in \({\mathbb {R}}^{2N}\):
where \({{\textbf {M}}}:\) the consistent mass matrix, \({{\textbf {C}}}:\) the damping matrix, \({{\textbf {K}}}:\) the vector of consistent nodal elastic stiffness at time t, and \({{\textbf {F}}}({{\textbf {d}}}(t)):\) the vector of consistent nodal to logarithmic source at time t, and \({{\textbf {d}}}(t):\) the vector of displacement nodal generalized at time t. Furthermore, \({{\textbf {d}}}_0\) and \(\dot{{{\textbf {d}}}}_1\) are displacement and velocities, nodal initial, respectively.
To solve this system above, we introduce a partition P of the time domain [0, T] into M intervals of length \(\varDelta t\), such that \(0=t_0<t_1<\cdots <t_M=T,\) with \(t_{n+1}-t_n=\varDelta t\) and we use the well-known Newmark’s methods [19]. Since, in our work, we have a non-linear system we need to modify our scheme
where \(\beta ,\ \gamma \) and \(\alpha \) are two parameters that govern the stability and accuracy of the methods. In this case
for instance, considering linear functions, we have
Due to its non-linearity, we have a vector \({{\textbf {F}}}({{\textbf {d}}}(t))\) with entries for each element of
These vectorial components are obtained by Gaussian Quadrature using two points.
Remark 6.1
We point out to numerical pathology which occurs in penalized systems the locking problem, in particular, to Timoshenko system, it is the shear locking. It is characterized by the following over-estimation about the coefficient b, given by:
It is clear that the numerical alternatives to this problem were performed in the literature, and to more details, we indicate the classical reference by Hughes et al. [15] and Prathap and Bhashyam [21].
Remark 6.2
To get computational results, we use the implemented code in Language C. The graphics were developed using GNUplot.
In the sequel, we realize some numerical experiments to highlight our theoretical results.
6.3 Numerical experiments
In our performed numerical experiments to view the asymptotic properties, we consider an uniform mesh \(h=0.01\) m, \(\varDelta t=10^{-5}\) s. The parameters Newmark’s rules algorithms are \(\gamma =\frac{1}{2},\) \(\beta =\frac{1}{4}.\)
Experimento 1: (Conservative case: \(\gamma _1=\gamma _2=0\))
We consider a rectangular beam with \(L= 1.0\) m, thickness 0.09 m, width 0.09 m, \(E=69\cdot 10^{7}\)N/\(\text{ m}^2\) \(\rho =2700\) Kg/\(\text{ m}^3\),\(\ \kappa =5/6,\ r=0.33\) (Poisson ratio). Furthermore, we have \(\mu _1=\mu _2=1\) and the following initial conditions:
Experimento 2: (Dissipative case: \(\gamma _1=23, \gamma _2=0.015 \))
We consider a rectangular beam with \(L= 1.0\) m, thickness 0.09 m, width 0.09 m \(E=69\cdot 10^{7}\)N/\(\text{ m}^2\) \(\rho =2700\) Kg/\(\text{ m}^3\),\(\ \kappa =5/6,\ r=0.33\)(Poisson ratio) and \( \mu _1=1.0,\ \mu _2=1.0\). and the following initial conditions:
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References
Adams, R.A.: Sobolev Spaces. Academic Press, New York (1975)
Al-Gharabli, M.M.; Messaoudi, S.A.: Existence and a general decay result for a plate equation with nonlinear damping and a logarithmic source term. J. Evol. Equ. 18, 105–125 (2018)
Ambrosetti, A.; Rabinowitz, P.H.: Dual variational methods in critical point theory and applications. J. Funct. Anal. 14, 349–381 (1973)
Barrow, J.D.; Parsons, P.: Inflationary models with logarithmic potentials. Phys. Rev. D 52, 5576–5587 (1995)
Bialynicki-Birula, I.; Mycielski, J.: Wave equations with logarithmic nonlinearities. Bull. Acad. Polon. Sci. Sér. Sci. Math. Astronom. Phys. 23(4), 461–466 (1975)
Bresse, J.A.C.: Cours de mécanique appliqueé - résistance des matériaux et stabilité des constructions. Gauthier-Villars, Paris (1859)
Cazenave, T.; Haraux, A.: Equations d’ évolution avec non-linearite logarithmique. Ann. Fac. Sci. Toulose Meth. 2(1), 21–51 (1980)
Coddington, E.A.; Levinson, N.: Theory of Ordinary Differential Equations. McGraw-Hill Inc., New York (1955)
Cordeiro, S.M.S.; Pereira, D.C.; Ferreira, J.; Raposo, C.A.: Global solutions and exponential decay to a Klein-Gordon equation of Kirchhoff-Carrier type with strong damping and nonlinear logarithmic source term. Partial Differ. Equ. Appl. Math. 99(3), e201800338 (2019)
Elishakoff, I.: Stepan Prokofievich Timoshenko and America. J. Appl. Math. Mech. 3(3), 100018 (2021)
Elishakoff, I.: Handbook on the Timoshenko-Ehrenfest beam and Uflyand-Mindlin plate theories. World Scientific in press, Singapore (2019)
Elishakoff, I.: Who developed the so-called Timoshenko beam theory? Math. Mech. Solids 25(1), 97–116 (2020)
Hale, J.K.: Ordinary Differential Equations, 2nd edn Dover Publications. INC, New York (1997)
Hiramatsu, T.; Kawasaki, M.; Takahashi, F.: Numerical study of \(Q\)-ball formation in gravity mediation. J. Cosmol. Astropart. Phys. 2010(6), 008 (2010). https://doi.org/10.1088/1475-7516/2010/06/008
Hughes, T.J.R.: The Finite Element Method: Linear Static and Dynamic Finite Element Analysis. Dover Civil and Mechanical Engineering Series. Dover Publications (2000)
Lions, J.L.: Quelques méthodes de résolution des problèmes aux limites non linéaires. Dunod-Gauthier Villars, Paris (1969)
Loula, A.D.F.; Hughes, J.R.; Franca, L.P.: Petrov-Galerkin formulation of the Timoshenko Beam problem. Comput. Methods Appl. Mech. Eng. 63, 115–132 (1987)
Nakao, M.: Decay of solutions for some nonlinear evolution equations. J. Math. Anal. Appl. 60, 542–549 (1977)
Newmark, N.M.: A method of computation for structural dynamics. J. Eng. Mech. 85, 67–94 (1959)
Payne, L.E.; Sattinger, D.H.: Saddle points and instability of nonlinear hyperbolic equations. Isr. J. Math. 22(3–4), 273–303 (1975)
Prathap, G.; Bhashyam, G.R.: Reduced integration and the shear-flexible beam element. Internat J. Numer. Methods Eng. 18, 195–210 (1982)
Pereira, D.C.; Raposo, C.A.; Maranhão, C.H.M.; Cattai, A.P.: Global existence and uniform decay of solutions for a Kirchhoff beam equation with nonlinear damping and source term. Differ. Equ. Dyn. Syst. (2021). https://doi.org/10.1007/s12591-021-00563-x
Pereira, D.C.; Cordeiro, S.M.S.; Raposo, C.A.; Maranhão, C.H.M.: Global existence and uniform decay of solutions for a Kirchhoff beam equation with nonlinear damping and source term. Electron. J. Differ. Equ. 21, 1–14 (2021)
Rankine, W.Y.M.: A Manual of Applied Mechanics, pp. 342–344. R. Griffin and Co Ltd., London (1858)
Rayleigh, Lord: The Theory of Sound. Dover, New York (1945)
Sattinger, D.H.: On global solution of nonlinear hyperbolic equations. Arch. Ration. Mech. Anal. 30, 148–172 (1968)
Timoshenko, S.P.: A Course of Elasticity Theory. Part 2: Rods and Plates. A.E. Collins Publishers, St. Petersburg (1916)
Timoshenko, S.P.: On the correction for shear of the differential equation for transverse vibrations of prismatic bar. Philos. Mag. 41, 744–746 (1921)
Ye, Y.: Global solution and blow-up of logarithmic Klein-Gordon equation. Bull. Korean Math. Soc. 57(2), 281–294 (2020)
Willem, M.: Minimax Theorems. Progress in Nonlinear Differential Equations and their Applications 24. Birkhouser Boston Inc., Boston (1996)
Zloshchastiev, K.G.: Logarithmic nonlinearity in theories of quantum gravity: origin of time and observational consequences. Gravit. Cosmol. 16(4), 288–297 (2010)
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Cordeiro, S.M.S., Pereira, D.C., da Costa Baldez, C.A. et al. Global existence and asymptotic behavior for a Timoshenko system with internal damping and logarithmic source terms. Arab. J. Math. 12, 105–118 (2023). https://doi.org/10.1007/s40065-022-00411-y
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DOI: https://doi.org/10.1007/s40065-022-00411-y