Open access peer-reviewed chapter

Soliton-Like Solutions in the Problems of Vibrations of Nonlinear Mechanical Systems: Survey

By Yury A. Rossikhin and Marina V. Shitikova

Submitted: December 17th 2017Reviewed: January 25th 2018Published: July 18th 2018

DOI: 10.5772/intechopen.74434

Downloaded: 311

Abstract

In the given chapter, free vibrations of different nonlinear mechanical systems with one-degree-of-freedom, two-degree-of-freedom, and multiple-degree-of-freedoms are reviewed with the emphasis on the vibratory regimes which could go over into the aperiodic motions under certain conditions. Such unfavorable and even dangerous regimes of vibrations resulting in the irreversible process of energy exchange from its one type to another type are discussed in detail. The solutions describing such processes are found analytically in terms of functions, which are in frequent use in the theory of solitons.

Keywords

  • soliton-like solution
  • nonlinear mechanical systems
  • free vibrations
  • method of multiple time scales
  • suspension bridge

1. Introduction

It is known [1] that the periodical transfer of energy from one type to another is made possible during vibrational processes occurring in nonlinear mechanical systems. This phenomenon is called energy exchange [2, 3].

Investigations on the energy exchange originate from the chapter [4], wherein the authors studied small nonlinear vibrations of a two-degree-of-freedom (2dof) system consisting of a load suspended on a linearly elastic spring and executing pendulum vibrations and vibrations along the spring’s axis in the same vertical plane. In spite of the apparent simplicity of that system, it realistically explains some phenomena occurring during vibrations of more complex nonlinear systems and in particular describes all types of energy exchange from pendulum vibratory motions into oscillatory motions along the spring’s axis, and vice versa: the periodic and aperiodic energy interchange, as well as stationary regimes during which the energy exchange is absent.

The energy-exchange mechanism in a similar nonlinear 2dof system has been studied in [5, 6]. The system was made up of two loads, one of which was suspended on a linearly elastic spring and executed vertical vibrations, and the other was suspended on an unstretched rod and executed pendulum vibrations in the same vertical plane. Reviews devoted to nonlinear vibrations of 2dof systems can be found in [2, 3].

However, the energy transfer is observed during free vibrations of different nonlinear mechanical systems: possessing one-degree-of-freedom (1dof), two- (2dof), and more degrees-of-freedom (multiple-dof), and as well as having infinite number of degrees-of-freedom (deformable solids). The internal resonance is realized when magnitudes of natural frequencies of two natural modes belonging to the different types of vibrations of the system (partial subsystems) are approximately equal to each other or one of them two to three times larger than the other. This phenomenon is particular evident in modern engineering structures which are very light and flexible due to the application of present-day materials, resulting in finite displacements of individual structural elements as well as of the structure as a whole. Among such constructions are suspension-combined systems: suspension and cable-stayed bridges, suspension roofs in large public and industrial buildings, and so on. Suspension-combined systems and suspension bridges, in particular, are distinguished by high esthetic merits, and many of them are referred to the most remarkable up-to-date engineering structures. For example, “Golden Gate” suspension bridge in San Francisco with the span of 1281 m, cable-stayed bridge in Cologne with the span of 690 m, suspension roofing of Olympic sport complex in Moscow, and many others.

The majority of papers devoted to the dynamic behavior of suspension-combined systems studies free nonlinear vibrations of suspension bridges with a thin-walled stiffening girder [7, 8, 9, 10, 11]. Different dynamic loads (wind, seismic excitation, moving loads, etc.) after the completion of acting on a suspended structure setup prolonged free nonlinear vibrations of this structure, in so doing both vertical and flexural-torsional vibrations could be excited. One of the most unfavorable nonlinear effects, which is observed in suspension systems during free vibrations, is just the “energy exchange” from one type of vibratory motions into the other under the conditions of the internal resonance.

The intensity and frequency of energy exchange between strongly coupled modes essentially depend on an absolute level of the initial amplitudes [7, 8, 11, 12] which is governed by the value of the initial mechanical energy of the system.

However, the qualitative character of the energy exchange is dependent on the relative level of initial amplitudes which is independent of the system’s initial energy and is defined as the ratio of the initial amplitudes of the two interacting modes [9]. It has been found in [9] that in accordance with a value of that level, three types of an energy-exchange mechanism exist: two-sided energy exchange (a periodic energy exchange from one subsystem to another), one-sided energy exchange (one subsystem completely or partially transfers the energy to another), and energy exchange does not occur (stationary vibrations). Among the three types of the behavior of the mechanical system, the second one may occur to be the most unfavorable. As for the behavior of a suspension bridge, then the most hazardous type is the irreversible transfer of the energy of vertical vibrations into the energy of its torsional vibrations in the case of a bisymmetrical stiffening girder or into the energy of flexural-torsional vibrations in the case of a mono-symmetrical girder. This is due to the fact that suspension bridges possess a rather higher flexural rigidity than torsional one, that is, they perceive better than those dynamic loads that result in vertical vibrations.

Solutions describing the one-sided energy transfer occurring in mechanical systems we shall call as soliton-like solutions, since the functions entering in such solutions are widely met in the theory of solitons [13, 14].

In this chapter, it is shown that solutions of such a type exist both in 1dof systems and in systems possessing two- and more degrees-of-freedom.

2. A one-degree-of-freedom system

The phenomenon of energy transfer, when one type of the energy completely and irreversibly goes into another type of the energy as time passes, can be observed on such a simple object as a mathematical pendulum (Figure 1).

Figure 1.

A mathematical pendulum.

In order to demonstrate this, let us consider the expression for the total mechanical energy of the mathematical pendulum which is combined from the kinetic energy

E1

and the potential energy (Figure 1)

E2

and has the form

E3

where an overdot denotes a time derivative, l is the string length, g is the gravity acceleration, m is the load mass,is its velocity, andis the angle of the string’s deflection from the vertical.

Rewrite Eq. (3) in the dimensionless form

E4

whereand

Consider the case of motion of the mathematical pendulum when its energy E is exactly equal to 4E0. Then, the law of conservation of energy Eq. (4) gives the simple relationship [15].

E5a

or

E5b

Dividing the variables in Eq. (5b), integrating separately the right and left parts of the relationship obtained, and considering thatat t = 0 yield

E6a

or

E6b

Differentiating Eq. (6b) over t, we find

E7

Reference to Eqs. (6) and (7) shows that if the mathematical pendulum begins its motion from the extreme low position, then at t→∞ its velocity, in so doing does not vanish anywhere, and the angle, that is, the pendulum, tends to take the upper position of equilibrium which is an unstable one. As this takes place, the kinetic energy completely transforms into the potential energy. This solution is the soliton-like one, since the functions arctan and ch are frequently met in soliton solutions.

If one represents the phase trajectories of the pendulum motion on the phase planeat different magnitudes of the energy E, then solution (6) will correspond to the phase trajectory which is called as a separatrix. This line divides closed trajectories from nonclosed ones (Figure 2). Closed and nonclosed trajectories are consistent with the solutions for the periodic transfer of the potential and kinetic energies into each other, in doing so in the first case, the pendulum will vibrate, and in the second one, it will rotate around the point of suspension.

Figure 2.

Phase portrait describing vibrations of mathematical pendulum.

3. A two-degree-of-freedom system

3.1. Governing equations

Now, consider a 2dof system presented in Figure 3. The kinetic T and potential Π energies of such a system have the form

E8a
E8b

where, k is the elastic spring rigidity, m1 and m2 are the masses of the first and second loads, respectively, y is the vertical displacement of the first load, andis the angle of the pendulum’s deflection.

Figure 3.

Scheme of a 2dof mechanical system.

Applying Lagrange equations of the second kind [15]

and considering Eq. (8), the system’s equations of motion in the dimensionless form within an accuracy of the values of the second order of smallness with respect to y andcan be written as follows:

E9a
E9b

where

Suppose that the linear natural frequencyis twice as large than the linear natural frequency, that is,

E10a

or the linear natural frequencyand the linear natural frequencyare equal to each other, that is,

E10b

It is said that the system is being under the conditions of the two-to-one internal resonance or the one-to-one internal resonance if the condition Eq. (10a) or (10b) is fulfilled, respectively [2].

For analyzing nonlinear vibrations of the systems subjected to the internal resonance (10), assume that the amplitudes of vibrations are small but finite values and weakly vary with time. Then, perturbation technique could be used to construct the solution of the set of Eq. (9), and, particularly, the method of multiple time scales [16].

3.2. Method of solution

An approximate solution of Eq. (9) can be represented by an expansion in terms of different time scales limiting by the values of the third order of smallness in

E11a
E11b

where Tn=εnt(n = 0,1,2…), andis a small parameter.

Substituting Eq. (11) into Eq. (9), considering that

and equating the coefficients of like powers of, one obtains, to order,

E12

to order,

E13

to order,

E14

The solution of Eq. (12) could be sought in the form

E15

where A1 and A2 are unknown complex functions, whileandare the complex conjugates of A1 and A2, respectively.

3.2.1. The case of a two-to-one internal resonance

Substituting Eq. (15) into the right-hand sides of Eq. (13) yields

E16

where cc denotes complex conjugate parts of the preceding terms.

The functions,,entering into the right-hand sides of Eq. (16) produce secular terms in the expression forand, that is, the terms of the type ofand. Since secular terms increase without any limits as time goes on, then there is a need to eliminate them by equating the coefficients standing at the enumerated functions to zero. As a result, we obtain

E17a
E17b

Multiply Eq. (17a) byand Eq. (17b) byand find the complex conjugate equations. Two mutually conjugated equations first add to each other and then subtract one from another. As a result of such a procedure, we obtain more convenient set of four equations:

Representing the functions A1 and A2 in a polar form

E18

we can rewrite the set of four differential equations as

E19a
E19b
E19c
E19d

where an overdot denotes differentiation with respect to T1, and.

Eliminating the valuefrom Eqs. (19a) and (19b) and integrating the net relationship with respect to T1 yield

E20

where E0 is the initial magnitude of the system’s energy, which represents the law of conservation of the total mechanical energy of the system under consideration. Expression (20) is the first integral of the set of Eq. (19).

Introducing a new functionsuch that

E21

and substituting Eq. (21) in Eq. (19a), we have

E22

where.

Doubling both sides of Eq. (19d) and subtracting from the net relationship Eq. (19c) with due account for Eq. (21) and

we obtain

E23

Putting

E24

and substituting Eq. (24) into Eqs. (22) and (23), we are led to the equation

E25

Separating the variables in Eq. (25) and integrating the equation obtained yield

E26a

or

E26b

whereis an arbitrary constant determined from the initial conditions, andandare the initial magnitudes of the values ξ and δ, respectively. Note that relationship (26b) is the other first integral of the set of Eq. (19).

Finely, let us eliminate the valuefrom Eqs. (26a) and (22), resulting in

E27

Separating the variables in Eq. (27) and integrating the net expression, we obtain implicitly the desired function

E28

whereis the value defining the relative level in the initial amplitudes.

The integral in Eq. (28) can be transformed into an incomplete integral of the first kind, which is tabulated in [17].

At G0 = 0, the integral in Eq. (28) can be calculated, in so doing, it possesses two magnitudes. Really, changing the variablein the integral in Eq. (28) at G0 = 0, we have the first magnitude

E29a

and the second magnitude

E29b

Considering Eq. (29), the solutions of Eq. (28) may be written in the following form:

the first solution

E30a

or

E30b

and the second solution

E31a

or

E31b

Solutions (30b) and (31b) atand 1 describe the motions corresponding to the one-sided energy exchange between pendulum’s vibrations and vertical vibration of the load. As this takes place,andin the first and second solutions, respectively, with the increase in time. In other words, in the first solution, the energy of vibrations of the pendulum completely transforms into the energy of vertical vibrations of the load, but in the second solution, quite the reverse, the energy of vertical vibrations of the load completely goes into the energy of vibrations of the pendulum.

In the first solution, the process of energy transfer occurs over an infinitely large time interval, which resembles the phenomenon of the transfer of the kinetic energy into potential one, which is described by the soliton-like solution (6b) for the mathematical pendulum.

In the second solution, the process of energy transfer occurs during a finite instant of the time from 0 till, where

According to our classification, both of them are the soliton-like solutions. Atfrom (30b), we obtain the known soliton-like solution in the form of a single kink [13].

E32

Physically speaking, this solution kink is responsible to the one-sided energy exchange when the energy of the pendulum vibration completely transforms with time into the energy of the vertical vibrations which energy was equal to zero at the initial moment of time, so the pendulum vibrations give way to the vertical vibrations.

In order to understand the physical meaning of the first integral (26b), let us introduce into consideration the phase planeand analyze on this plane the phase fluid flow that interprets the motion of the mechanical system in hand. The velocity vector V of the phase fluid particles motion has the componentsand. From Eqs. (22) and (23), it follows that

E33

Writing the equation of a streamline of the phase fluidand substituting Eq. (33) in it, we obtain that the functiondefined by the relationship (26b) is the stream function of the phase fluid. In other words, Eq. (26b) at different magnitudes ofandgoverns a family of the streamlines of the phase fluid. Since the phase fluid is incompressible (div V = 0) and its flow is steady and solenoidal (rot V≠0), then streamlines of the phase fluid will coincide with trajectories of the phase fluid particles motion.

Streamlines constructed according to the relationship

E34

at different magnitudes ofandare presented in Figure 4, where digits near the curves denote the magnitudes of the value. Reference to Figure 4 shows that all phase trajectories are closed lines located around the perimeter of the rectangle bounded by the lines. The flow in each rectangle is isolated. On all four rectangle sides,and inside it the valuepreserves its sign. On the closed streamlines, a two-sided energy exchange takes place between the partial subsystems. Along the lines, a one-sided energy interchange occurs corresponding to pure amplitude-modulated aperiodic motions, in so doing on the lines with ascending flow of the phase fluid particles (an arrow is directed upwards), the aperiodic regime is described by Eq. (30b), and on the lines with descending flow (an arrow is directed downwards), the aperiodic regime is governed by Eq. (31b). On the line, there exists the boundary phase-modulated regime. The transition of fluid elements from the points with the coordinatesto the pointsproceeds instantly. The points with coordinates,correspond to the stable stationary regimes.

Figure 4.

Phase portrait in the case of the two-to-one internal resonance .

3.2.2. The case of a one-to-one internal resonance

To construct the solution in the case of a one-to-one internal resonance (10b), it will suffice to restrict consideration to the terms of the order ofand to consider the amplitudesandas functions ofand.

The resonance (10b) is weaker than (10a), since in order to eliminate circular terms arising in the second approximation, it would suffice to consider the functionsanddependent ononly [18]. Under such an assumption, the set of equations providing the absence of circular terms in the expressions forandhas the form

E35a
E35b
E35c
E35d

where overdots denote differentiation with respect to, and.

The two first integrals of the system (35) have the following form:

E36
E37

in so doing

where, the function ξ (T2) is connected withandby the relationships

and the rest of the values have the same meaning as in the abovementioned case (10a).

Streamlines constructed according to Eq. (37) at different magnitudes ofandare presented in Figure 5 whenand. Magnitudes of the valuethat correspond to the streamlines are indicated by digits near the curves; the flow direction of the phase fluid elements is shown by arrows on the streamlines. Reference to Figure 5 shows that there exist two types of the streamlines, namely (1) nonclosed which correspond to the periodic change of amplitudes and the aperiodic change of phases and (2) closed ones which correspond to the periodic change of both amplitudes and phases. The alignment of the circulation zones resembles that of Von Karman vortex streets with a symmetric arrangement. The adjacent circulation zones osculate at the saddle points with the coordinatesand, wherein the unstable stationary regime occurs.

Figure 5.

Phase portrait in the case of the one-to-one internal resonance.

On the boundary lines of these zones (separatrixes), the value, and the analytical solution corresponding to the soliton-like regime has the form

E38

where the sign “+” fits to the initial magnitudes,andbut the sign “–” conforms to the initial magnitudes,and

The upper branch of the separatrix describes the partial irreversible energy transfer from the vertical vibrations to the pendulum vibrations, but the lower branch, on the contrary, is in compliance with partial irreversible transfer of the energy of the pendulum vibrations to the energy of the vertical vibrations.

The points with coordinates(points like a center) corresponding to the stable stationary regime are located inside closed streamlines.

4. System with an infinite number of degrees-of-freedom

Similar solutions corresponding to the one-sided energy interchange could be obtained for more complex nonlinear systems that describe dynamic behavior of real structures, as an example, for systems with an infinite number of degree-of-freedom. Among such systems are suspension bridges, the scheme of one of them is shown in Figure 6.

Figure 6.

Scheme of a suspension bridge.

The suspension bridge scheme presents a bisymmetrical thin-walled stiffening girder, which is connected with two suspended cables by virtue of vertical suspensions. The cables are thrown over the pilons and are tensioned by anchor mechanisms. The suspensions are considered as inextensible and uniformly distributed along the stiffening girder. The cables are parabolic, and the contour of the girder’s cross section is undeformable. The cross section l – l in Figure 6 illustrates the displacements of the girder’s contour during vibratory motions of the suspension system. Reference to this scheme shows that the girder’s contour translates as a rigid body vertically (in the y-axis direction) on the value ofand rotates with respect to the girder’s axis (the z-axis) through the angle of. The origin of the frame of references is in the center of gravity of the cross section.

It is known for suspension bridges [8] that some natural modes belonging to different types of vibrations could be coupled with each other, that is, the excitation of one natural mode gives rise to another one. Two modes interact more often than not, although the possibility for the interaction of a greater number of modes is not ruled out.

If only two modes predominate in the vibrational process, namely the vertical п-th mode with linear natural frequencyand the torsional m-th mode with the natural frequency, such that the modes interaction is observed under the conditions (10a) or (10b), then the functionsandcan be approximately defined as

E39

where x1n and x2m are the generalized displacements, andandare natural shapes of the two interacting modes of vibrations.

The resolving system of equations in a dimensionless form is written as [7, 8]

E40

where the coefficients,, andare defined in [7]. Subsequently, for the ease of presentation, the indices n and m will be omitted.

An approximate solution of Eq. (40) for small but finite amplitudes could be written as an expansion in terms of different time scales in the following form [16]:

E41

The number of the independent time scales needed depends on the order to which the expansion is carried out. Here,is the first scale characterizing motions with the natural frequenciesand, andare slow scales characterizing the modulations of the amplitudes and phases.

Substituting Eq. (41) into Eq. (40) and equating the coefficients of like powers of ε, we obtain on each step a set of two linear equations. On the first step, it is convenient to seek the solution in the form:

E42

where and are unknown complex functions, andandare the complex conjugates ofand, respectively.

Substituting Eq. (42) into the set of equations obtained on the first step and using the second step to eliminate secular terms, as well as representing the functionsandin the polar formwe are led to the following system of equations for the case of the two-to-one internal resonance (10a):

E43

whereis an unknown function,,,is the system’s initial energy,,, and an overdot denotes differentiation with respect to.

Representingand considering Eq. (43) yield

E44

The solution to Eq. (44) has the form

E45

whereis an arbitrary constant determined from the initial conditions. Note that relationship (45) is similar to the first integral (26b) for a two-degree-of-freedom system.

In the case of the one-to-one internal resonance (10b), we seek the solution in the form of Eq. (42) also. Using the procedure for the elimination of secular terms, we obtain the following set of equations:

E46

whereis an unknown function,,is the system’s initial energy,,, an overdot denotes differentiation with respect to, and the coefficientsanddependent upon the system parameters [8].

Representingand using Eq. (46) yield

E47

The solution to Eq. (47) has the form

E48

whereis an arbitrary constant determined from the initial conditions.

Eliminating the variable γ in Eq. (48) and in the second equation of (46) and integrating overyield

E49

whereis a value determined by the relative level of the initial amplitudes, and the quantities,, andare the coefficients [11]. The integral in Eq. (49) can be transformed to an incomplete elliptic integral of the first kind [17].

4.1. Soliton-like solutions

As examples, the nonlinear free vibrations of the Golden Gate Bridge in San Francisco are considered. All geometrical data, as well as natural frequency spectra and mode shapes for this one of the most beautiful suspension bridges, are available in [19].

It can be shown that under the relationship among the natural frequenciesrad/s (a two-to-one internal resonance between the sixth symmetrical mode of vertical vibrations and the first symmetrical mode of torsional vibrations), one can obtain the analytical solution in the form of a single kink (32), where B should be replaced by the coefficient b defined by the system’s parameters according to Eq. (43). The physical sense of this solution kink is that it is responsible for the one-sided energy exchange when the energy of the torsional vibrations completely transforms into the energy of the vertical vibrations with time, so that the torsional vibrations initiate the vertical vibrations [20].

Under the relationships among the natural frequencies,rad/s andrad/s (a one-to-one internal resonance), the analytical solutions may be found by solving Eq. (49), respectively, as [20]

E50

wheredenotes the evaluation at the upper and lower limits of integration.

In the first case of Eq. (50), the coefficientsandin the integral (49) become zero, and the analytical solution corresponding to the separatrixdescribes a one-sided energy transfer from the vertical vibration to the torsional vibration (a low aperiodic regime), which leads in time to the conversion of the flexural-torsional vibrations to the predominantly torsional vibrations. This regime is the most unfavorable and dangerous for suspension bridges.

In the second case of Eq. (50), the analytical solution corresponding to the separatrixdescribes a one-sided energy transfer from the torsional vibration to the vertical vibration (an upper aperiodic regime), so that the flexural-torsional vibrations evolve into the predominantly vertical vibrations with time.

The solutions obtained may be interpreted on the phase planeby virtue of streamlines of the phase fluid which is demonstrated in Figures 5 and 7 for solutions (32) and (50), respectively. Digits near curves indicate the magnitudes of the valuesandcorresponding to the streamlines.

Figure 7.

Phase portraits: (a) , and (b) .

The analysis of the phase portraits in terms of the variables ξ and γ for various oscillatory regimes demonstrates that they contain both closed and nonclosed streamlines which are separated by the curves separatrixes. Along the separatrixes, one succeeds in finding analytical solutions that are inherently soliton-like solutions in the theory of vibrations and describe the complete one-sided energy transfer from one subsystem to another.

Note that soliton-like solutions could be found also in an analytical form for the case of free damped vibrations of a suspension bridge, when damping features of the system are described by ordinary first-order time derivative [21] or defined by a fractional derivative with a fractional parameter (the order of the fractional derivative) changing from zero to one [22].

5. Conclusions

From the review presented, the following conclusions could be deduced. In all considered vibratory systems—1dof, 2dof, and multi-dof—under certain conditions, there exist solutions that describe irreversible processes of energy transfer from its one type to another. Such solutions are called soliton-like solutions and could be written in an analytical form.

On the phase plane, these solutions correspond to streamlines which separate closed lines of phase fluid flow from nonclosed ones. These lines are called separatrixes.

Since soliton-like solution may describe unfavorable vibratory regimes of real mechanical systems, then they should be investigated systematically by virtue of mathematical models of these systems, in order to avoid, wherever possible, such dangerous vibratory regimes when designing and constructing real structures. A thorough analysis of internal resonances in thin plates and cylindrical shells could be found in [23, 24] and [25, 26], respectively.

Soliton-like solutions in the cases of combinational internal resonances for systems with an infinite number of degrees-of-freedom, when more than two natural modes of vibration are coupled, could be found in sight as well, and such examples for nonlinear plates and cylindrical shells are presented in [27, 28] respectively.

Acknowledgments

The research described in this publication was made possible in part by the Ministry of Education and Science of the Russian Federation under Project # 9.5138.2017/8.9.

© 2018 The Author(s). Licensee IntechOpen. This chapter is distributed under the terms of the Creative Commons Attribution 3.0 License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

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Yury A. Rossikhin and Marina V. Shitikova (July 18th 2018). Soliton-Like Solutions in the Problems of Vibrations of Nonlinear Mechanical Systems: Survey, Nonlinear Systems - Modeling, Estimation, and Stability, Mahmut Reyhanoglu, IntechOpen, DOI: 10.5772/intechopen.74434. Available from:

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