1. Introduction
Energy harvesting (EH) refers to the process of converting various renewable energy sources such as wind, solar, wave, and vibration into electrical energy, which usually can be used to complement and substitute other sources of energy [
1]. In recent years, a number of well-known conventional transduction methods of converting various energy into electrical energy were explored and developed, including piezoelectric [
2], electromagnetic [
3], electrostatic [
4], and triboelectric [
5].
To efficiently capture energy, various mechanical systems and energy conversion methods based on single-degree-of-freedom and multiple-degrees-of-freedom were developed. Linear systems are generally not suitable as EH devices under excitation with varying frequencies, since the high-power output required by the system can only be achieved by near resonance, leading to reliability and fatigue issues [
6,
7]. Due to these limitations, parametric excitation and nonlinearities are often introduced into systems to improve their performance and amplify their response [
8,
9,
10]. In addition, due to the high efficiency of EH, multistable equilibria systems became increasingly popular in various realistic applications [
11,
12,
13]. The study of vibro-impact (VI) systems for EH and the benefits of exploiting their dynamical behavior were proposed in [
14,
15]. The study of VI systems is both challenging and fascinating to scientists for two main reasons. The first one is that the simplest VI system has extremely complicated dynamical behavior. The best way to explain this behavior is with the impact-pair model, which is described as the ball of a point mass moving freely inside a 1D box and reflecting when hitting the boundary of the box. Due to the existence of the impacts, it has extremely complicated dynamical behavior, such as grazing bifurcation, singularity, and chaotic attractor [
16,
17,
18,
19]. The second is that a proper approach to studying VI systems is to attempt to establish its discrete Poincaré map (sometimes called the first return map). However, this map usually cannot be solved explicitly, thereby presenting the main difficulty with obtaining further analytical results.
Recently, a new type of VI-EH device was proposed in [
20,
21,
22]. The device consists of a forced cylinder and a ball that moves freely inside the cylinder. Both ends of the cylinder are covered with membranes consisting of DE material that is sandwiched between two compliant electrodes, thereby acting as a variable capacitance capacitor. The principle of EH is that the ball impacts against one of the membranes and causes it to deform, resulting in a change in capacitance between the initial and deformed stated, leading to EH. Thus, the kinetic energy is converted through the impacts of the potential energy of the deformed membrane, and then into electrical energy. Here, we consider a VI-EH system described as as a small ball rolling inside a forced cylindrical capsule that is reflected after hitting the capsule ends. The main contribution of this paper is that we prove that the structure of the system is not destroyed by the impact of the ball. More precisely, in the nondissipative case, a proof of the existence of invariant curves is proved according to Moser’s twist theorem, which in turn proves that the kinetic energy of the ball is always bounded. Moreover, through the numerical simulation results, we find that in the nondissipative case, the energy of the ball is dissipative; i.e., infinite energy cannot also appear. Therefore, the structure of the system is not destroyed. The rest of this paper is organized as follows. In
Section 2, we present a VI-EH and establish its Poincaré map. In
Section 3, the existence of invariant curves is proved according to a version of Morser’s twist theorem. In
Section 4, the global dynamical behavior of the system is investigated by numerical simulations, and the theoretical results are further verified. We draw the conclusions of this paper in
Section 5.
2. Statement of the Problem
The VI-EH system can be modeled as a small ball of unitary mass rolling inside a forced cylindrical capsule that is inclined at a horizontal angle of
, along with two DE membranes
and
for harvesting energy from ambient vibrations at the bottom and top of the capsule at distance
L apart. The friction between the ball and the capsule is neglected, thus the motion of the ball is driven purely by impacts with one of the DE membranes and gravity. The elastic restitution coefficient for impacts between the ball and the DE membranes is
, and the mass of the capsule is huge with respect to the mass of the ball, which means that the impacts do not affect the motion of the capsule. Assume that the capsule moves periodically according to a
and 1-periodic function
, i.e.,
, see
Figure 1.
Using the absolute coordinates, under the influence of the gravity and inclined angle, the motion of the ball moving inside the capsule satisfies as
where
g is the gravitational acceleration. Assume that the motion equation of
is
then, the motion equation of
is
.
Assuming that the impact occurs at instant
, we consider the following problem
where
and
are the velocity of the ball before and after the impact at
, respectively.
Remark 1. Note that the grazing and chattering phenomenons can also occur in this system, but we do not discuss them here because the research required to analyze them needs different approaches.
The problem (
3) can usually be formulated in discrete form. Let
denote the velocity of the ball. Suppose that at time
t the ball impacts with
and attains a velocity
v after impact. Then, it moves from
to
and reaches
at time
with the velocity
. After impact with
, the ball attains a velocity
. Continuing this process, the ball moves from
to
and reaches
at time
with the velocity
. After impacts with
, the ball attains a velocity
. Based on the above analysis, we obtain
and
The relative velocity of the ball and
before and after an impact is related by
Then, by (
5) and (
6), we have
Completely similar to the above analysis, we have
and
The relative velocities of the ball and
before and after an impact are related by
Then, we obtain from (
8)–(
10) that
A good strategy to describe the motion of the ball at the moments of impact with the same moving membranes
(or
) in problem (
3) is to define a Poincaré map
P that sends the couple
to
. In the following, we introduce a notion to construct the map
P.
Moreover, define the sections
and
The section
(or
) can be interpreted as the Poincaré section. Thus, we obtain four basic maps
,
,
,
, which is defined by
respectively, see
Figure 2.
Define the composition map
, and then
P is regarded as a Poincaré map of problem (
3).
Lemma 1. The Poincaré map P has the expansionwhere Proof. Then, we have
where
with
and
.
Similarly, we have
where
with
,
.
Thus, by (
14) and (
15), we get
where
. □
Lemma 2. There is a sufficiently large constant such that if the initial velocity and for every , then the Poincaré map P is well defined and belongs to a class of functions of .
Proof. Then, for sufficiently large
v, we have
Thus, when
v is large enough, for every couple
we get a unique
that satisfies (
16). By using the implicit function theorem, we obtain by uniqueness that
is a
function. Then, by (
12) we conclude that the Poincaré map
P is well defined and belongs to a class of function of
. □
Remark 2. Note that P is a 2D implicit map written in terms of the variables’ energy and time when the ball leaves the moving capsule ends, which usually give rise to the main difficulties for analytical investigation.
Lemma 3. There exists a constant sufficiently large constant and such that the Poincaré map P is an area-preserving map in the nondissipative case, i.e., the elastic restitution coefficient .
Proof. When
, by Lemma 1, the Poincaré map
P is
Let
,
,
,
. For the maps
and
, the integral invariant of Poincaré–Cartan (c.f. [
23]) yields
where
is any a
Jordan curve in the definition region
P.
Set
,
,
. This transforms Equation (
18) to
Taking into account both (
7) and (
8), we obtain
From (
19) and (
20), we get
It is obvious that the curves
and
either intersect or one of them goes around the other. Suppose that the later case occurs and let
denote the domain that is bounded by
and
. When
is sufficiently large, by Green’s formula (c.f. [
23]) and (
21), we have
In fact, when
is sufficiently large, we also have
This naturally leads to a contradiction; thus, the intersection of the curves
and
is nonempty (called Moser’s intersection property) and the Poincarḿap
P is an area-preserving map. □
3. The Existence of Invariant Curves
In this section, a proof of the existence of invariant curves for the system is given, based on Moser’s twist theorem in the nondissipative case. To illustrate the main results below, we first briefly review some of the definitions and results of Moser’s twist theorem investigations into area-preserving maps [
23,
24,
25].
By [
26], we know that an irrational number
is said to be a type of constant
. If
is defined by
then it is strictly positive and
is called the Markoff constant of
.
Lemma 4. In choosing a 1D interval with on the real-number axial, there exists a constant type such that the corresponding Markoff constant satisfies .
Theorem 1. (Moser’s twist theorem) Assume that the operator is a diffeomorphism that belongs to a class of functions of and is a 1-periodic function with respect to the variable θ. Moreover, assume that the specific form of Φ iswhere and α is an irrational number of constant type with Markoff constant γ, thereby satisfyingfor some fixed b. We also assume that the operator Φ
has Moser’s intersection property (see the proof of Lemma 2.3), i.e., for any parameterized Jordan curve located in region that satisfies , there is a positive constant C that depends only on fixed b, such that ifthen there exists such that is invariant under the action of operator Φ,
and the rotation number of is α. Remark 3. The proofs of Lemma 3.1 and Theorem 3.1 were given in [26,27], respectively, so we do not repeat them. These theories were applied to the study of different dynamical systems, such as breathing circle billiard [28], piece-wise linear oscillator [29], and so on. We are now ready to prove the main result of this paper, say
Theorem 2. There exists a constant number such that if the function p satisfiesthen there exist curves with that are invariant under the Poincaré map P, resulting in the energy of the ball always being bounded. Proof. Then, by (
17), the map
P has the expansion
By Lemma 4, we get a sequence
of irrational numbers of constant type converging to 0, and this satisfies
Define
by
and consider transformation
The transformation
maps the region
to the region
. Since
, the distance from the region
to the line
goes to infinity when
. Let
We obtain
where
Since the map
P satisfies the Moser’s intersection property (see the proof of Lemma 3) and
is homeomorphic to
P, we can conclude that
also satisfies Moser’s intersection property. Since (
23) holds for
, then we can apply Theorem 1 as soon as both
and
are sufficiently small. The case is held because we chose an
n that is sufficiently large and assumed that
is sufficiently small. Thus, by Theorem 1,
has an invariant curve. We then obtain a curve
with
via the transformation
, which is also invariant under the action of
P. After passing to a subsequence
, we assume that
and
uniformly with respect to
. Define a region
for
. The region
is homomorphically mapped to its image by
P, and the boundary of
is invariant. Thus,
must be invariant under the action of
P. Let
be a constant such that
. When
, it follows that
for some
. By invariance of
, the orbit
is completely contained in
. Therefore, we conclude that
is bounded, i.e., the energy of the ball is bounded. □
Remark 4. According to Theorem 3.2, the existence of invariant curves also provides the stability results of the problem (3): if the initial condition of the system is on an invariant curve, then the future dynamical evolution will stay confined to that invariant curve forever; if the initial condition of the system lies between two invariant curves, the future dynamical evolution will stay bounded between them forever. Moreover, the existence of invariant curves also ensures that the kinetic energy of the ball is always bounded, and hence, the structure of VI-EH is not destroyed by the impact of the ball.
Remark 5. The symmetry of the system is mainly reflected in two aspects: on the one hand, it refers to the geometric symmetry of the system; on the other hand, it refers to the symmetry of the dynamical behavior of the system. The geometric symmetry is obvious. If the DE materials covered in both ends of the cylinder capsule are different, that is, the restitution coefficients of the collisions are different, then the dynamic behavior of the system is asymmetric (see [30] for a similar analysis). If the restitution coefficients of the collisions are the same and is chosen as a class of specific functions that satisfies (n is odd integer), then the Poincaré map P of problem (3) has the property of symmetry, such that if Γ is an invariant curve of P, then is also an invariant curve of P (c.f. [31,32]). Remark 6. If , then the cylindrical capsule moves along the horizontal direction, and Theorem 2 still holds in this case.
4. Numerical Simulations
In this section, we discuss the numerical simulations results obtained from the VI-EH system to further verify our theoretical results. We first discuss the dynamical behavior of the system in the nondissipative case, and then discuss the dissipative case.
Choose
,
,
m and
v change from 50 m/s to 52 m/s. We find that the system exhibits regular dynamic behavior, mainly containing periodic points (Birkhoff type), invariant curves, and Aubry–Mather sets (the definition of Aubry–Mather sets can be found in [
33]), see
Figure 3. Moreover, the existence of invariant curves also ensures that the kinetic energy of the ball is always bounded. For the same parameter condition, i.e., only choosing
m/s, e = 0.99, the dissipation introduced by the coefficient of restitution
e destroys the regular dynamic behavior in the nondissipative case and generates a low-energy periodic point, see
Figure 4.
5. Conclusions
In this work, we consider a two-sided vibro-impact energy harvester (VI-EH) system. Our main objective is to investigate whether the structure of the system will be destroyed by the impact of the ball. For this objective, we study the nondissipative and dissipative cases of the system, respectively. We show that the dynamics of the system are described by the use of a 2D implicit map, and the existence of invariant curves in the nondissipative case is proved by using Moser’s twist theorem. Thus, in nondissipative case, the kinetic energy of the ball is always bounded, and the structure of system is not destroyed by the impacts of the ball. Furthermore, by numerical analysis we also obtain that the dynamical behavior of this system is regular. After the introduction of dissipation, the dissipation destroys the regular dynamical behavior in the nondissipative case, and a periodic point with low energy appears. In summary, the structure of the system was not destroyed, and the theoretical analysis shows that this is mainly related to the smoothness of the system.