Journal of Applied Mathematics

Volume 2014, Article ID 982574, 7 pages

http://dx.doi.org/10.1155/2014/982574

## A Numerical Method of the Euler-Bernoulli Beam with Optimal Local Kelvin-Voigt Damping

^{1}Laboratory of Information & Control Technology, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China^{2}The State Key Laboratory of Industrial Control Technology and Institute of Cyber-Systems & Control, Zhejiang University, Hangzhou 310027, China

Received 12 February 2014; Accepted 28 May 2014; Published 23 June 2014

Academic Editor: Magdy A. Ezzat

Copyright © 2014 Xin Yu et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

#### Abstract

This paper deals with the numerical approximation problem of the optimal control problem governed by the Euler-Bernoulli beam equation with local Kelvin-Voigt damping, which is a nonlinear coefficient control problem with control constraints. The goal of this problem is to design a control input numerically, which is the damping and distributes locally on a subinterval of the region occupied by the beam, such that the total energy of the beam and the control on a given time period is minimal. We firstly use the finite element method (FEM) to obtain a finite-dimensional model based on the original PDE system. Then, using the control parameterization method, we approximate the finite-dimensional problem by a standard optimal parameter selection problem, which is a suboptimal problem and can be solved numerically by nonlinear mathematical programming algorithm. At last, some simulation studies will be presented by the proposed numerical approximation method in this paper, where the damping controls act on different locations of the Euler-Bernoulli beam.

#### 1. Introduction

Let be two positive constants. We denote by the product set . Consider a nonhomogeneous clamped elastic beam of length , where one segment of the beam is made of a viscoelastic material with Kelvin-Voigt constitutive relation. By the Kirchhoff hypothesis, neglecting the rotatory inertia, the transversal vibration of the beam can be described by the following equation and boundary-initial conditions: where represents transversal displacement of the beam, are given initial data, and the notations and denote the derivatives with respect to the temporal variable and the spatial variable of , respectively. Here is an external applied distributed force, is the linear mass density of the beam material, is the flexural rigidity, and is the Kelvin-Voigt damping coefficient. In this paper, we assume , , and for for some constant . we say that the Kelvin-Voigt damping is globally distributed if the damping coefficient on ; we say it is locally distributed if only on some subinterval of and elsewhere.

Smart materials such as shape memory alloys and piezoceramics [1–3] have been applied for active vibration control of elastic structures. Accordingly, one can introduce control terms to the elastic systems such as the damping coefficients and Young’s moduli as well. Magnetorheological (MR) dampers [4–7] are one of the most promising new actuation mechanisms that use MR fluids to provide variable damping actuation for active control of structures. Because of their mechanical simplicity, high dynamic range, low power requirements, large force capacity, and robustness, these devices have been shown to mesh well with application demands and constraints to offer an attractive control method to structural vibration.

In this paper, we will study the Euler-Bernoulli beam equation with optimal local Kelvin-Voigt damping. To be more specific, let be a subinterval and let be the characteristic function of , that is, We define and assume the damping coefficient has the following form: where are two fixed constants and is a control function.

Let with the norm and with the norm Define with the norm Then, is Hilbert space and the energy of the beam at time is where is the solution of (1). The optimal control problem that we will study is formulated as follows: subject to the controlled equation (1), where is the solution of (1). Throughout the paper, we will omit the notations or in the functions of or in the case that there is no risk to make any confusion.

Due to the importance from both perspectives of mathematics and applied science, the control problem of various beam equations has been considered by many researchers [8–10]. The study of the Euler-Bernoulli beam is one of the most active research topics in control theory. In [11], the authors consider the vibration of the Euler-Bernoulli beam with Kelvin-Voigt damping distributed locally on any subinterval of the region occupied by the beam. By making use of the frequency domain method and the multiplier technique, they prove that the semigroup associated with the equation for the transversal motion of the beam is exponentially stable. In [12], the author studies the basis property and the stability of a distributed system described by a nonuniform Euler-Bernoulli beam equation under linear boundary feedback control. The Riesz basis property is presented and the exponential stability is concluded. In [13], stabilization of Euler-Bernoulli beam by means of the pointwise feedback force is considered. Both uniform and nonuniform energy decay may occur, which depend on the boundary conditions. There are some other related papers about the studies of Euler-Bernoulli beam equations [14–17].

In this paper, we will study the numerical approximation of the optimal control problem , which is a nonlinear bilinear control problem with control constraint. Bilinear control problems are already studied by many researchers [18–20]. In our paper, we want to design a damping control numerically, which acts on local interval of the beam, such that the total energy of the beam and the control on a given time period is minimal. It appears that little work has been done on numerical methods for this problem. By the standard finite element method (FEM), problem was firstly approximated by an optimal control problem governed by a system of ordinary differential equations. Then, using the control parameterization method [21], we will approximate the finite-dimensional problem by another suboptimal problem , which is a standard optimal parameter selection problem and can be solved numerically by nonlinear mathematical programming algorithm. At last, some simulation studies will be presented by the numerical method proposed in this paper.

#### 2. The Semidiscrete Approximation by FEM

In this section, we will approximate the original optimal control problem with FEM method. Noting that (1) involves the spatial derivative of four orders, the conforming FEM space should belong to . Consider the interval domain . The triangulation of divides into a finite number of subintervals , , using the grid points: where we will call the th element and the size of this element. The discretization parameter is the maximum size of all , . Associated with every triangulation , we define a finite-dimensional space as follows: where is the space of all polynomials of degree less than or equal to over the subinterval . Obviously, we have . Thus, we can write where, for , and, for ,

Define a bilinear form over by setting Define another two bilinear forms and over by setting respectively. Obviously, the two bilinear forms and are the inner products of and , respectively. Then, the finite element approximation of (1) consists in finding , which belongs to for , and satisfies where denotes the standard inner product of and are the proper approximations of on . In the following, we write Substituting (19) into (18) and taking yield that Moreover, in this paper, we take as the -projection approximations of on ; that is, Then, substituting (20) into (22) and taking yield that Define Thus, by (21) and (23), we can obtain the following system of controlled ordinary differential equations: where , . Let We define Then (25) can be rewritten as where .

By (19), a direct computation yields where denotes the inner product of and . Similarly, we have where . Define Then, it follows from (29), (30), and (31) that Thus, by combining (28) and (32), the semidiscrete approximation of problem is formulated as follows: subject to (28).

#### 3. Piecewise-Constant Control Approximation

In general, problem cannot be solved analytically. Using the control parameterization method, which has been successfully applied to provide numerical solutions for a wide variety of practical optimal control problems [21–24], we will approximate problem by a standard optimal parameter selection problem. This method involves approximating the control function by a piecewise-constant function with possible discontinuities at a set of preassigned switching points, which produces an approximation problem such that the solution of this approximation is a suboptimal solution to problem .

Let , , be prefixed time knot points satisfying With piecewise-constant basis functions, the control input for the problem is approximated over the th control subinterval as follows: where is the value of the control on the th subinterval . Define Then the approximate piecewise-constant control can be written as follows: where is the characteristic function of the interval , . Substituting (37) into the dynamic system (28) yields that Let denote the solution of system (38) corresponding to . Thus, from the problem , we can obtain another parameter optimization problem, which is stated as follows: subject to (38), where

After the parameterization of control, problem involves a finite number of decision variables. Thus, it should be much easier to solve than problem , which involves determining the value of a function at an infinite number of time points.

#### 4. Variational Method for Solving Problem

Problem is an optimal parameter selection problem in the canonical form [24], which can be solved as nonlinear optimization problems using the SQP method. Standard SQP algorithm for nonlinear optimization exploits the gradient of the cost functional to generate search directions that lead to profitable areas of the search space [25, 26]. For the approximate problem , the cost functional is implicit function of the decision vector . Using the variational method [27, 28], we can compute this gradient and solve problem .

For each , it follows from (38) that Then for , differentiating (41) with respect to yields that Here we have for . Define Then, by (42) we obtain Moreover, it is easy to see that For , differentiating (45) with respect to yields that

Now, we define Then, it follows from (46) and (47) that with the initial condition As a result, by using the chain rule, we can derive the gradient of with respect to , , as follows: By incorporating these formulae into the SQP algorithm, we can solve the problem numerically.

#### 5. Numerical Simulations

In this section, we present some numerical simulation results by the approximation method presented in this paper. Let , , , and . Moreover, we take If the damping coefficient which implies that the system (1) is without any damping, the exact solution (see Figure 1) of (1) is In this case, we have

In the following, we discuss the optimal control problem (OCP) with local Kelvin-Voigt damping acting on two different locations. We write and . By the approximation method presented in this paper, we can get the numerical results for the optimal control problem with and , which will be called problem and problem , respectively. The numerical optimal controls for the two problems are presented by Figure 2. Moreover, the difference of and is shown in Figure 3, where is defined by (54) and is the numerical state function of . The difference of and has the same property, where is the numerical state function of . For problem , the optimal value is and for problem , the optimal value is , which means that the control effect of the location is better than the location .

#### Conflict of Interests

The authors declare that there is no conflict of interests regarding the publication of this paper.

#### Acknowledgments

This work was partially supported by the National Natural Science Foundation of China (61374096 and 61104048) and the Natural Science Foundation of Zhejiang (Y6110751).

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