- 1Department of Mathematics and Computer Science, V. N. Karazin Kharkiv National University, Kharkiv, Ukraine
- 2Institut für Mathematik, Humboldt-Universität zu Berlin, Berlin, Germany
- 3Institut für Partielle Differentialgleichungen, Technische Universität Braunschweig, Braunschweig, Germany
We consider a nonlinear transmission problem for a Bresse beam, which consists of two parts, damped and undamped. The mechanical damping in the damping part is present in the shear angle equation only, and the damped part may be of arbitrary positive length. We prove the well-posedness of the corresponding system in energy space and establish the existence of a regular global attractor under certain conditions on the nonlinearities and coefficients of the damped part only. Besides, we study the singular limits of the problem under consideration when curvature tends to zero, or curvature tends to zero, and simultaneously shear moduli tend to infinity and perform numerical modeling for these processes.
1 Introduction
In this study, we consider a contact problem for the Bresse beam. Originally, the mathematical model for homogeneous Bresse beams was derived in Ref. [1]. We use the variant of the model described in Ref. [2, Ch. 3]. Let the whole beam occupy a part of a circle of length L and have the curvature l = R−1. We consider the beam as a one-dimensional object and measure the coordinate x along the beam. Thus, we say that the coordinate x changes within the interval (0, L). The parts of the beam occupying the intervals (0, L0) and (L0, L) consist of different materials. The part lying in the interval (0, L0) is partially subjected to structural damping (see Figure 1). The Bresse system describes the evolution of three quantities: transversal displacement, longitudinal displacement, and shear angle variation. We denote by φ, ψ, and ω the transversal displacement, the shear angle variation, and the longitudinal displacement of the left part of the beam lying in (0, L0). Analogously, we denote by u, v, and w the transversal displacement, the shear angle variation, and the longitudinal displacement of the right part of the beam occupying the interval (L0, L). We assume the presence of mechanical dissipation in the equation for the shear angle variation for the left part of the beam. We also assume that both ends of the beam are fixed. Nonlinear oscillations of the composite beam can be described by the following equation system:
and
where ρj, βj, kj, σj, λj are positive parameters, are nonlinear feedbacks, are known external loads and γ:ℝ → ℝ is a nonlinear damping. The system is subjected to Dirichlet boundary conditions at the ends of the beam
transmission conditions at point L0
and supplemented with the initial conditions
One can observe patterns in the problem that appear to have physical meaning:
for damped (i = 1) and undamped (i = 2) parts. Later we will use them to rewrite the problem in a compact and physically natural form.
This study is devoted to the well-posedness and long-time behavior of the system (1)–(15). Our main goal is to establish conditions under which the assumed amount of dissipation is sufficient to guarantee the existence of a global attractor.
The study is organized as follows: In Section 2, we represent functional spaces and pose the problem in an abstract form. In Section 3, we prove that the problem is well-posed and possesses strong solutions, provided nonlinearities, and initial data are smooth enough. Section 4 is devoted to the main result of the existence of a compact attractor. The nature of dissipation prevents us from proving dissipativity explicitly; thus, we show that the corresponding dynamical system is of gradient structure and asymptotically smooth. We establish the unique continuation property applying the Carleman estimate obtained in Ref. [3] to prove the gradient property. The compensated compactness approach is used to prove asymptotic smoothness. In Section 5, we show that solutions to (1)–(15) tend to solutions to a transmission problem for the Timoshenko beam when l → 0 and to solutions to a transmission problem for the Kirchhoff beam with rotational inertia when l → 0 and ki → ∞, as well as perform numerical modeling of these singular limits.
2 Preliminaries and abstract formulation
2.1 Spaces and notations
Let us denote
Thus, Φ is a six-dimensional vector of functions. Analogously,
where j = 1, 2. The static linear part of the equation system can be formally rewritten as
Then transmission conditions (8)–(11) can be written as follows:
Throughout the study, we use the notation ||·|| for the L2-norm of a function and (·, ·) for the L2-inner product. In these notations, we skip the domain on which functions are defined. We adopt the notation only when the domain is not evident. We also use the same notations ||·|| and (·, ·) for [L2(Ω)]3.
To write our problem in an abstract form form, introduce the following spaces: For the velocities of the displacements, we use the space
with the norm
which is equivalent to the standard L2-norm.
For the beam displacements, use the space
with the norm
This norm is equivalent to the standard H1-norm. Moreover, the equivalence constants can be chosen independent of l for l is small enough (see Ref. [4], Remark 2.1). If we set
we see that there is an isomorphism between Hd and .
2.2 Abstract formulation
The operator A : D(A) ⊂ Hv → Hv is defined by formula (16), where
Arguing analogously to Lemmas 1.1-1.3 from Ref. [5], one can prove the following lemma.
Lemma 2.1. The operator A is positive and self-adjoint. Moreover,
and .
Thus, we can rewrite equations (1)–(6) in the form of
boundary conditions (7) in the form of
and transmission conditions (8)–(11) can be written as
Initial conditions have the form
We use H = Hd × Hv as a phase space.
3 Well-posedness
In this section, we study strong, generalized, and variational (weak) solutions to (17)–(23).
Definition 3.1. such that Φ(x, 0) = Φ0(x), Φt(x, 0) = Φ1(x) is said to be a strong solution to (17)–(23), if
• Φ(t) lies in D(A) for almost all t;
• Φ(t) is continuous function with values in Hd and Φt ∈ L1(a, b; Hd) for 0 < a < b < T;
• Φt(t) is continuous function with values in Hv and Φtt ∈ L1(a, b; Hv) for 0 < a < b < T;
• Equation (17) is satisfied for almost all t and
Definition 3.2. such that Φ(x, 0) = Φ0(x) and Φt(x, 0) = Φ1(x) are said to be a generalized solution to (17)–(23), if there exists a sequence of strong solutions Φ(n) to (17)–(23) with the initial data and right hand side P(n)(x, t) such that
We also need a definition of a variational solution. We use six-dimensional vector functions B = (B1, B2), Bj = (βj, γj, δj) from the space
as test functions.
Definition 3.3. Φ is said to be a variational (weak) solution to (17)–(23) if
• ;
• satisfy the following variational equality for all B ∈ FT
• Φ(x, 0) = Φ0(x).
Now we state a well-posedness result for problems (17)–(23).
Theorem 3.4 (well-posedness). Let
and the nonlinear dissipation satisfies
Then for every initial data Φ0 ∈ Hd, Φ1 ∈ Hv, and time interval [0, T], there exists a unique generalized solution to (17)–(23) with the following properties:
• every generalized solution is variational;
• energy inequality
holds, where
and
• If, additionally, Φ0 ∈ D(A), Φ1 ∈ Hd and
then the generalized solution is also strong and satisfies the energy equality.
Proof. The proof essentially uses the monotone operator theory. It is rather standard by now (see e.g., Ref. [6]), so in some parts, we give only references to corresponding arguments. However, we give some details that demonstrate the peculiarities of 1D problems.
Step 1. Abstract formulation. We need to reformulate problems (17)–(23) as first-order problems. Let us denote
Consequently, . In the proof, we denote
Thus, we can rewrite problem (17)–(23) in the form
Step 2. Existence and uniqueness of a local solution. Here, we use Theorem 7.2 from Ref. [6]. For the reader's convenience, we formulate it below.
Theorem 3.5 (Ref. [6]). Consider the initial value problem
Suppose that is a maximal monotone mapping, and B:H → H is locally Lipschitz, i.e., there exits L(K) > 0 such that
If , for all t > 0, then there exists tmax ≤ ∞ such that (26) has a unique strong solution U on (0, tmax).
If , f ∈ L1(0, t; H) for all t > 0, then there exists tmax ≤ ∞ such that (26) has a unique generalized solution U on (0, tmax).
In both cases
First, we need to check that is a maximal monotone operator. Monotonicity is a direct consequence of Lemma 2.1 and (D1).
To prove is maximal as an operator from H to H, we use Theorem 1.2 from Ref. [7, Ch. 2]. Thus, we need to prove that , with I being the duality map from H to H. Let z = (Φz, Ψz) ∈ Hd × Hv. We need to find such that
or, equivalently, find Ψy ∈ Hd such that
for an arbitrary . Naturally, due to Lemma 2.1, A is a duality map between Hd and , thus the operator M is onto if and only if is maximal monotone as an operator from Hd to . According to Corollary 1.1 from Ref. [7, Ch. 2], this operator is maximal monotone if is maximal monotone (it follows from Lemma 2.1) and I + Γ(·) is monotone, bounded and hemicontinuous from Hd to . The last statement is evident for the identity map; now let's prove it for Γ.
Monotonicity is evident here. Due to the continuity of the embedding in 1D, every bounded set X in is bounded in C(0, L0) and thus, due to (D1), Γ(X) is bounded in C(0, L0) and, consequently, in . To prove hemicontinuity, we take an arbitrary Φ = (φ, ψ, ω, u, v, w) ∈ Hd and an arbitrary Θ = (θ1, θ2, θ3, θ4, θ5, θ6) ∈ Hd and consider
where Ψy = (φy, ψy, ωy, uy, vy, wy). Since ψy + tψ → ψy, as t → 0 in and in C(0, L0), we obtain that γ(ψy(x)+tϕ(x)) → γ(ψy(x)) as t → 0 for every x ∈ [0, L0], and has an integrable bound from above due to (D1). This implies γ(ψy(x)+tϕ(x)) → γ(ψy(x)) in as t → 0. Since ,
Hemicontinuity is proved now.
Further, we need to prove that is locally Lipschitz on H, i.e., F is locally Lipschitz from Hd to Hv. The embedding H1/2+ε(0, L) ⊂ C(0, L) and (N1) imply
for all x ∈ [0, L0], if j = 1 and for all x ∈ [L0, L], if j = 2. This, in turn, gives us the estimate
Thus, all the assumptions of Theorem 3.5 are satisfied and the existence of a local strong/generalized solution is proved.
Step 3. Energy inequality and global solutions. It can be verified by direct calculations, that strong solutions satisfy energy equality. Using the same arguments, as in the proof of Proposition 1.3 [8], and (D1) we can pass to the limit and prove (25) for generalized solutions.
Let us assume that a local generalized solution exists on a maximal interval (0, tmax), tmax < ∞. Then Equation (25) implies . Since due to (N2)
we have ||U(tmax)||H ≤ C||U0||H. Thus, we arrive at a contradiction which implies tmax = ∞.
Step 4. The generalized solution is variational (weak). We formulate the following obvious estimate as a lemma for future use.
Lemma 3.6. Let (N1) hold and , are two weak solutions to (17)–(23) with the initial conditions and respectively. Then the following estimate is valid for all x ∈ [0, L], t > 0 and ϵ ∈ [0, 1/2):
Proof. The energy inequality and the embedding H1/2+ε(0, L) ⊂ C(0, L) imply that for every weak solution Φ
Thus, using (N1) and (27), we prove the lemma.
Evidently, Equation (24) is valid for strong solutions. We can find a sequence of strong solutions Φ(n), which converges to a generalized solution Φ strongly in C(0, T; Hd), and converges to Φt strongly in C(0, T; Hv). Using Lemma 3.6, we can easily pass to the limit in nonlinear feedback terms in (24). Since the test function , we can use the same arguments as in the proof of Proposition 1.6 [8] to pass to the limit in the nonlinear dissipation term. Namely, we can extract from a subsequence that converges to Φt almost everywhere and prove that it converges to Φt strongly in L1((0, T) × (0, L)).
Remark 1. In space dimension greater than one we do not have the embedding H1(Ω) ⊂ C(Ω), therefore we need to assume polynomial growth of the derivative of the nonlinearity to obtain estimates similar to Lemma 3.6.
4 Existence of attractors
In this section, we study the long -time behavior of solutions to problems (17)–(23) in the framework of dynamical systems theory. From Theorem 3.4, we have
Corollary 1. In addition to the conditions of Theorem 3.4, let P(x, t) = P(x). Then (17)–(23) generates a dynamical system (H, St) by using the formula
where Φ(t) is the weak solution to (17)–(23) with initial data (Φ0, Φ1).
To establish the existence of the attractor for this dynamical system, we use Theorem 4.8 below; thus, we need to prove the gradientness, the asymptotic smoothness, as well as the boundedness of the set of stationary points.
4.1 Gradient structure
In this subsection, we prove that the dynamical system generated by (17)–(23) possesses a specific structure, namely, a gradient under some additional conditions on the nonlinearities.
Definition 4.1 (Ref. [9–11]). Let Y ⊆ X be a positively invariant set of (X, St).
• a continuous functional L(y), defined on Y, is said to be a Lyapunov function of the dynamical system (X, St) on the set Y if a function t ↦ L(Sty) is non-increasing for any y ∈ Y.
• the Lyapunov function L(y) is said to be strict on Y if the equality L(Sty) = L(y) for all t > 0 implies Sty = y for all t > 0;
• a dynamical system (X, St) is said to be gradient if it possesses a strict Lyapunov function on the whole phase space X.
The following result holds true:
Theorem 4.2. Let, additionally to the assumptions of Corollary 1, the following conditions hold
Then the dynamical system (H, St) is gradient.
Proof. We use as a Lyapunov function
Energy inequality (25) implies that L(t) is non-increasing. The equality L(t) = L(0), together with (D2) implies that ψt(t) ≡ 0 on [0, T]. We need to prove that Φ(t) ≡ const, which is equivalent to Φ(t + h)−Φ(t) = 0 for every h > 0. In this proof, we denote .
Step 1. Let us prove that . In this step, we use the distribution theory (see e.g., Ref. [12]) because some functions involved in computations are of too low smoothness. Let us set the test function B = (B1, 0) = (β1, γ1, δ1, 0, 0, 0). Then satisfies
The last term equals zero due to (N3) and ψ(t) ≡ const.
Setting in turn B = (0, γ1, 0, 0, 0, 0), B = (0, 0, δ1, 0, 0, 0), and B = (β1, 0, 0, 0, 0, 0) we obtain
Similar to regular functions, if the partial derivative of a distribution equals zero, then the distribution “does not depend” on the corresponding variable (see Ref. [12, Ch. 7], Example 2), i.e.,
However, Theorem 3.4 implies that is a regular distribution; thus, we can treat the equality above as equality almost everywhere. Furthermore,
Since for all t ∈ ℝ+, c1(x) must be zero. Thus,
which together with (29) implies
The last equality, together with (29, 31), boundary conditions, (18) gives us that are solutions to the following Cauchy problem (concerning x):
Consequently, .
Step 2. Let us prove that u ≡ v ≡ w ≡ 0. Due to (N4), we can use the Taylor expansion of the difference F2(Φ2(t + h))−F2(Φ2(t)) and thus satisfy on (0, T) × (L0, L)
where gu, gv, gw are linear combinations of ux, vx, wx, u, v, w with the constant coefficients, ζj,h(x, t) are 3D vector functions whose components lie between u(x, t + h) and u(x, t), v(x, t + h) and v(x, t), w(x, t + h) and w(x, t) respectively. Thus, we have a system of linear equations on (L0, L) with overdetermined boundary conditions. L2-regularity of ux, vx, wx on the boundary for solutions to a linear wave equation was established in Ref. [13], thus, boundary conditions (37, 38) make sense.
It is easy to generalize the Carleman estimate (Ref. [[3], Th. 8.1]), for the system of the wave equations.
Theorem 4.3 (Ref. [3]). For the solution to problems (32)–(39) the following estimate holds:
where
Therefore, if conditions (37, 38) hold true, then . The theorem is proved.
4.2 Asymptotic smoothness
Definition 4.4 (Ref. [9–11]). A dynamical system (X, St) is said to be asymptotically smooth if, for any closed bounded set B ⊂ X that is positively invariant (StB ⊆ B), one can find a compact set that uniformly attracts B, i.e., as t → ∞.
To prove the asymptotical smoothness of the system considered, we rely on the compactness criterion due to Ref. [14], which is recalled below in an abstract version formulated in [11].
Theorem 4.5. [11] Let (St, H) be a dynamical system on a complete metric space H endowed with a metric d. Assume that for any bounded positively invariant set B in H and for any ε > 0, there exists T = T(ε, B) such that
where Ψε, B, T(y1, y2) is a function defined on B × B such that
for every sequence yn ∈ B. Then (St, H) is an asymptotically smooth dynamical system.
To formulate the result on the asymptotic smoothness of the system considered, we need the following lemma:
Lemma 4.6. Let assumptions (D1) hold. Let moreover, there exists a positive constant M such that
Then, for any ε > 0, there exists Cε > 0 such that
for any .
The proof is similar to that given in Ref. [11, Th.5.5].
Theorem 4.7. Let assumptions of Theorem 3.4, (D3), and
with m > 0 hold. Moreover,
Then the dynamical system (H, St) generated by problems (1)–(11) is asymptotically smooth.
Proof. In this proof, we perform all the calculations for strong solutions and then pass to the limit in the final estimate to justify it for weak solutions. Let us consider strong solutions and to the problem (1)–(11) with initial conditions and lying in a ball, i.e., there exists an R > 0 such that
denote U(t) = Ũ(t)−Û(t) and U0 = Ũ0 − Û0. Obviously, U(t) is a weak solution to the problem
with boundary conditions (7, 8–11) and the initial conditions U(0) = Ũ0 − Û0. It is easy to see by the energy argument that
where
and
here
and
Integrating in (49) over the interval (0, T) we come to
Now we estimate the first term on the right-hand side of Equation (50). In what follows, we present formal estimates that can be performed on strong solutions.
Step 1. We multiply Equation (45) by ω and x·ωx and sum up the results. After integration by parts for t, we obtain
Integrating by parts to x we get
and
Analogously,
It follows from Lemma 3.6, energy relation (25), and property (N2) that
Therefore, for every ε > 0
where we use the notation
Similar estimates hold for nonlinearities g2, fi, hi, i = 1, 2.
We note that for any [or analogously, ]
Since due to (41)
the following estimate can be obtained from (51)–(55)
where C > 0.
Step 2. Multiplying equation (45) by ω and (x − L0)·ωx and arguing as above, we come to the estimate (57)
Summing up estimates (56) and (58) and multiplying the result by ½ we get
Step 3. Next, we multiply Equation (43) by , equation (45) by , summing up the results and integrating by parts with respect to t we arrive at
Integrating by parts with respect to x we obtain
Taking into account (41) we get
Using the estimates
Step 4. Now, we multiply Equation (43) by and and sum up the results. After integration by parts with respect to t we get
It is easy to see that
and
Moreover,
Collecting (64)–(67) and using the estimates
and
we come to
Adding (68) to (63) we arrive at
Step 5. Next, we multiply Equation (43) by and integrate by parts with respect to t
Since
we obtain the estimate
Summing up (69) and (70) we get
Step 6. Next we multiply Equation (44) by C1(φx + ψ + lω) and equation (43) by , where . Then we sum up the results and integrate them into parts concerning t. Taking into account (41, 42), we come to
Integrating by parts with respect to x we get
and
Moreover,
It follows from Lemma 4.6 with
Consequently, by collecting (72)–(76), we obtain
Combining (77) with (71), we get
Step 7. Our next step is to multiply Equation (44) by −C2xψx − C2(x − L0)ψx, where . After integration by parts with respect to t, we obtain
After integration by parts for x, we get
and
Furthermore,
By Lemma 4.6 with we have
As a result of (79)–(83) we obtain the estimate
Summing up (78) and (84) and using (42) we infer
Step 8. Now we multiply Equation (44) by C3ψ, where and integrate by parts with respect to t (86)
After integration by parts, we infer the estimate
Combining (87) with (85), we obtain
Step 9. Consequently, it follows from (88) and assumption (D4) for any l > 0 where there exist constants Mi, (depending on l) such that
where (89)
Step 10. Finally, we multiply Equation (46) by (x − L)ux, Equation (47) by (x − L)vx, and (48) by (x − L)wx. Summing up the results and integrating by parts with respect to t, we arrive at
After integration by parts to x, we infer
and
Consequently, it follows from (90)–(92) that for any l > 0, there exist constants M4, M5, M6 > 0 such that
where
Then, due to conditions (8)–(11), there exist δ, M7, M8 > 0 (depending on l), such that
It follows from (49) that there exists C > 0 such that
By Lemma 3.6 we have that for any ε > 0 there exists C(ε, R) > 0 such that
Combining (95) with (94), we arrive at
Substituting (96) into (93), we obtain
for some C, C(R, T) > 0.
Our remaining task is to estimate the last term in (50).
Then, it follows from (50, 98) that
Then the combination of (99) with (97) leads to
Choosing T large enough one can obtain an estimate (40) which together with Theorem 4.5 immediately leads to the asymptotic smoothness of the system.
4.3 Existence of attractors
The following statement collects criteria on the existence and properties of attractors to gradient systems.
Theorem 4.8 (Ref. [10, 11]). Assume that (H, St) is a gradient asymptotically smooth dynamical system. Assume its Lyapunov function L(y) is bounded from above on any bounded subset of H and the set is bounded for every R. If the set of stationary points of (H, St) is bounded, then (St, H) possesses a compact global attractor. Moreover, the global attractor consists of full trajectories γ = {U(t):t ∈ ℝ} such that
and
i.e., any trajectory stabilizes to the set of stationary points.
Now we state the result of the existence of an attractor.
Theorem 4.9. Let the assumptions of Theorems 4.2 and 4.7, hold true. Moreover,
Then, the dynamical system (H, St) generated by (1)–(11) possesses a compact global attractor 𝔄 possessing properties (100) and (101).
Proof. In view of Theorems 4.2, 4.7, 4.8, our remaining task is to show the boundedness of the set of stationary points and the set WR = {Z:L(Z) ≤ R}, where L is given by (28).
The second statement follows immediately from the structure of function L and property (N5).
The first statement can be easily shown by energy-like estimates for stationary solutions, taking into account (N5).
5 Singular limits on finite time intervals
5.1 Singular limit l → 0
Let the nonlinearities fj, hj, gj be such that
If we formally set l = 0 in (17)–(23), we obtain the contact problem for a straight Timoshenko beam
and an independent contact problem for wave equations
The following theorem states that solutions to (17)–(23) when l → 0, are close in an appropriate sense to the solution of decoupled system (102)–(112).
Theorem 5.1. Assume that the conditions of Theorem 3.4, (D3), (N6) hold. Let Φ(l) be the solution to (17)–(23) with the fixed l and the initial data
Then for every T > 0
where (φ, ψ, u, v) is the solution to (102)–(108) with the initial conditions
and (ω, w) is the solution to (109)–(112) with the initial conditions
The proof is similar to that of Theorem 3.1 in Ref. [4] for the homogeneous Bresse beam with obvious changes, except for the limit transition in the nonlinear dissipation term. For future use, we formulate it as a lemma.
Lemma 5.2. Let (D3) hold. Then
for every .
Proof. Since (D1) and (D3) hold |γ(s)| ≤ Ms, therefore
Thus, due to Lemmas 2.1 and 3.6, the sequence
is bounded in L∞(0, T; H−1(0, L)) and we can extract a subsequence form , that converges *-weakly in L∞(0, T; H−1(0, L)). Thus,
Consequently,
We perform numerical modeling for the original problem with l = 1, 1/3, 1/10, 1/30, 1/100, 1/300, 1/1, 000, and the limiting problem (l = 0) with the following values of constants: ρ1 = ρ2 = 1, β1 = β2 = 2, σ1 = 4, σ2 = 2,λ1 = 8, λ2 = 4, L = 10, L0 = 4, and the right-hand side
In this subsection, we consider the nonlinearities with the potential
Consequently, the nonlinearities have the form
For modeling, we choose the following dissipation (globally Lipschitz)
and the following initial data:
Figures 2–7 show the behavior of solutions when l → 0 for the chosen cross-sections of the beam.
5.2 Singular limit ki → ∞, l → 0
The singular limit for the straight Timoshenko beam (l = 0) as ki → +∞ is the Euler–Bernoulli beam equation in Ref. [15, Ch. 4]. We have a similar result for the Bresse composite beam when ki → ∞, and l → 0.
Theorem 5.3. Let the conditions of Theorem 3.4, (N6), and (D3) hold.
We also let the following assumptions be satisfied
Let , l(n) → 0 as n → ∞, and Φ(n) be the solutions to (17)–(23) with the fixed and the same initial data
Then for every T > 0
where
• (φ, u) is the solution to
with the initial conditions
• ψ = −φx, v = −ux;
• (ω, w) is the solution to
with the initial conditions
Proof. The proof uses the idea from Ref. [15, Ch. 4.3] and differs from it mainly in transmission conditions. We skip the details of the proof, which coincides with Ref. [15].
Energy inequality (25) implies (125)
Thus, we can extract subsequences that converge in corresponding spaces *-weak. Similarly to Ref. [15] we have
therefore
Analogously,
Equations (126)–(131) imply
Thus, the Aubin's lemma gives that
for every ε > 0 and then
This implies that
Analogously,
Let us take a test function of the form such that for almost all t. Due to (132)–(134) and Lemma 5.2 we can pass to the limit in variational equality (24) as n → ∞. In the same way as in Ref. [15, Ch. 4.3] we obtain, that limiting functions φ, u are of higher regularity and satisfy the following variational equality
Provided φ and u are smooth enough, we can integrate (135) by parts concerning x and t and obtain
Requiring all the terms containing , to be zero, we get transmission conditions (119)–(116). Equations (115 and 116) are recovered from the variational equality (136). Problem (121)–(124) can be obtained in the same way.
We perform numerical modeling for the original problem with the initial parameters
We model the simultaneous convergence l → 0 and k1, and k2 → ∞ in the following way: we divide l by the factor χ and multiply k1, k2 by the factor χ. Calculations were performed for the original problem with
and the limiting problem (115)–(120). The other constants in the original problem are the same as in the previous subsection, and we change functions in the right-hand side (113, 114) as follows:
The nonlinear feedbacks are
We use linear dissipation γ(s) = s, and we chose the following initial displacement and shear angle variation:
and set
We choose the following initial velocities
The double limit case appeared to be more challenging from the point of view of numerics than the case l → 0. The numerical simulations of the coupled system in equations (1)–(7), including the interface conditions in (8)–(11), were done by a semi-discrete of the functions ϕ, ψ, ω, u, v, w with respect to the position x and by using an explicit scheme for the time integration. That allows the choice of discretized values at grid points near the interface in a separate step so that they obey the transmission conditions. It was necessary to solve a nonlinear system of equations for the six functions at three grid points (at the interface, and left and right of the interface) in each time step. Any attempt to use a fully implicit numerical scheme led to extremely time-expensive computations due to the large nonlinear system's overall discretized values which were to be solved in each time step. On the other hand, increasing k1 and k2 increases the stiffness of the system of ordinary differential equations, which results from the semidiscretization, and the CFL conditions require small time steps; otherwise, numerical oscillations occur. Figures 8–13 present smoothed numerical solutions, which were particularly necessary for large factors χ, e.g., χ = 300. When the parameters k1 and k2 are large, the material of the beam gets stiff, and so does the discretized system of differential equations. Nevertheless, the oscillations are still noticeable in the graph. By the way, the observation that the factor χ cannot be arbitrarily enlarged underlines the importance of having the limit problem for χ → ∞ in (1)-(15).
6 Discussion
The classical Kirchhoff model of elasticity is based on the hypothesis that the shear angle ψ can be represented as ψ = −∂xφ, where ϕ is the transverse displacement of the beam. In this case, the beam is initially straight and nonshearable. The Bresse model describes the dynamics of an initially curved beam and takes into consideration shear effects (for details, see, e.g., Ref. [2]). In real-world applications, it is important to investigate networks of elastic objects with different elastic properties and contact conditions, such as spacecraft structures, trusses, robot arms, antennae, etc. In the present study, we evaluate the dynamics of two Bresse beams with rigid contact and, moreover, show that if the curvature l tends to zero, solutions to the Bresse transmission problem lean to be the solutions of two problems. The longitudinal displacements in this case incline to be the solutions to a transmission problem for a wave equation, and the transversal displacements and shear angles be the to solutions to the Timoshenko problem, describing the dynamics of a straight shearable beam. In the case of a double limit, if curvature l tends to zero and shear moduli k1, and k2 tend to infinity, the longitudinal displacements, in this case, tend to be the solutions of a transmission problem for a wave equation, and the transversal displacements to solutions of a transmission Kirchhoff problem with rotational inertia. We illustrate these effects by means of numerical modeling. These results show that in cases of small initial curvature and large shear moduli, shear effects can be neglected and the dynamics can be described by the well-known Kirchhoff model. Figures show that the speed of convergence to the limit model in the case of a single limit l → 0 is higher than in the case of a double limit l → 0, ki → ∞, when not only the geometric configuration but also the elastic properties of the beam change.
There are many studies devoted to long-time behavior of linear homogeneous Bresse beams (with various boundary conditions and dissipation natures). If damping is present in all three equations, it appears to be sufficient for the exponential stability of the system without additional assumptions on the parameters of the problems (see, e.g., Ref. [16–18]).
The situation is different if we have a dissipation of any kind in two or one equation only. First of all, it matters in which equations the dissipation acts. There are results on the Timoshenko beams (see Ref. [19]) and the Bresse beams (see Ref. [20]) showing that damping in only one of the equations does not guarantee the exponential stability of the whole system. It seems that for the Bresse system, the presence of dissipation in the shear angle equation is necessary for stability of any kind. To get exponential stability, one needs additional assumptions on the coefficients of the problem, usually the equality of the propagation speeds:
Otherwise, only polynomial (non-uniform) stability holds (see e.g., Ref. [21] for mechanical dissipation and Ref. [20] for thermal dissipation). In Ref. [22] analogous results are established in the case of nonlinear damping.
If dissipation is present in all three equations of the Bresse system, corresponding problems with nonlinear source forces of a local nature possess global attractors under the standard assumptions for nonlinear terms (see e.g., [4]). Otherwise, nonlinear source forces create technical difficulties and may cause instability in the system. To the best of our knowledge, there is no literature on such cases.
The damping force is a function of the system's velocity. In the linear case, it is standard linear viscous damping; however, in some mechanical systems, for instance, nonlinear suspension and isolation systems (see e.g., Ref. [23] Section 2d), the damping force can be nonlinear. Therefore, we consider a general nonlinear damping term and find assumptions under which the problem is well-posed and possesses a compact global attractor. In this case, linear damping is a particular case of the damping considered.
The presence of nonlinear feedback complicates the structure the of attractors. The homogeneous problem without nonlinear feedbacks is exponentially stable, and its trajectories stabilize to zero for infinite time. Nonlinear problems usually have more complex limiting regimes. In this case, the attractor consists of full trajectories stabilizing the set of stationary points, which can consist of multiple points.
In this study, we investigate a transmission problem for the Bresse system.
Transmission problems for various equation types have already had some history of investigation. One can find many research concerning their well-posedness, long-time behavior, and other aspects (see e.g., Ref. [24] for a nonlinear thermoelastic/isothermal plate, Ref. [25] for the Kirchhoff/Timoshenko beam, and Ref. [26] for the full von Karman beam). Problems with localized damping are close to transmission problems. In recent years a number of such problems for the Bresse beams have been studied, e.g., Ref. [4, 22]. To prove the existence of attractors in this case, a unique continuation property is an important tool, as well as the frequency method.
The only interpretation we know on a transmission problem for the Bresse system is Ref. [27]. The beam in this work consists of thermoelastic (damped) and elastic (undamped) parts, both purely linear. Despite the presence of dissipation in all three equations for the damped part, the corresponding semigroup is not exponentially stable for any set of parameters but only polynomially (non-uniformly) stable. In contrast to Ref. [27], we consider mechanical damping only in the equation for the shear angle for the damped part. However, we can establish exponential stability for the linear problem and the existence of an attractor for the nonlinear one under restrictions on the coefficients in the damped part only. The assumption on the nonlinearities can be simplified in the 1D case (cf. e.g., Ref. [28]).
Data availability statement
The original contributions presented in the study are included in the article/supplementary material, further inquiries can be directed to the corresponding author.
Author contributions
TF: Methodology, Investigation, Formal analysis, Data curation, Conceptualization, Writing – review & editing, Writing – original draft. DL: Writing – review & editing, Writing – original draft, Visualization, Software, Methodology, Investigation, Data curation, Conceptualization. IR: Formal analysis, Methodology, Investigation, Data curation, Conceptualization, Writing – review & editing, Writing – original draft.
Funding
The author(s) declare financial support was received for the research, authorship, and/or publication of this article. The research was supported by the Volkswagen Foundation project “From Modeling and Analysis to Approximation”. TF and IR were also successively supported by the Volkswagen Foundation project “Dynamic Phenomena in Elasticity Problems” at Humboldt-Universität zu Berlin, Funding for Refugee Scholars and Scientists from Ukraine.
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.
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Keywords: Bresse beam, transmission problem, global attractor, singular limit, PDE
Citation: Fastovska T, Langemann D and Ryzhkova I (2024) Qualitative properties of solutions to a nonlinear transmission problem for an elastic Bresse beam. Front. Appl. Math. Stat. 10:1418656. doi: 10.3389/fams.2024.1418656
Received: 16 April 2024; Accepted: 02 July 2024;
Published: 24 July 2024.
Edited by:
Federico Guarracino, University of Naples Federico II, ItalyReviewed by:
Soh Edwin Mukiawa, University of Hafr Al Batin, Saudi ArabiaNicolò Vaiana, University of Naples Federico II, Italy
Copyright © 2024 Fastovska, Langemann and Ryzhkova. 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: Iryna Ryzhkova, aXJ5b25vayYjeDAwMDQwO2dtYWlsLmNvbQ==