=Paper= {{Paper |id=Vol-2485/paper14 |storemode=property |title=Visualization of Transition's Scenarios from Harmonic to Chaotic Flexible Nonlinear-elastic Nano Beam's Oscillations |pdfUrl=https://ceur-ws.org/Vol-2485/paper14.pdf |volume=Vol-2485 |authors=Vadim Krysko,Irina Papkova,Ekaterina Krylova,Anton Krysko }} ==Visualization of Transition's Scenarios from Harmonic to Chaotic Flexible Nonlinear-elastic Nano Beam's Oscillations == https://ceur-ws.org/Vol-2485/paper14.pdf
       Visualization of Transition’s Scenarios from Harmonic to Chaotic
              Flexible Nonlinear-elastic Nano Beam's Oscillations
                                V.A. Krysko1, I.V. Papkova1, E.Yu. Krylova2, A.V. Krysko1
                       tak@sun.ru| ikravzova@mail.ru | Kat.krylova@bk.ru| anton.krysko@gmail.com
                                    1
                                      Saratov State Technical University, Saratov, Russia;
                                          2
                                           Saratov State University, Saratov, Russia;

    In this study, a mathematical model of the nonlinear vibrations of a nano-beam under the action of a sign-variable load and an
additive white noise was constructed and visualized. The beam is heterogeneous, isotropic, elastic. The physical nonlinearity of the
nano-beam was taken into account. The dependence of stress intensity on deformations intensity for aluminum was taken into account.
Geometric non-linearity according to Theodore von Karman’s theory was applied. The equations of motion, the boundary and initial
conditions of the Hamilton-Ostrogradski principle with regard to the modified couple stress theory were obtained. The system of
nonlinear partial differential equations to the Cauchy problem by the method of finite differences was reduced. The Cauchy problem
by the finite-difference method in the time coordinate was solved. The Birger variable method was used. Data visualization is carried
out from the standpoint of the qualitative theory of differential equations and nonlinear dynamics were carried out. Using a wide
range of tools visualization allowed to established that the transition from ordered vibrations to chaos is carried out according to the
scenario of Ruelle-Takens-Newhouse. With an increase of the size-dependent parameter, the zone of steady and regular vibrations
increases. The transition from regular to chaotic vibrations is accompanied by a tough dynamic loss of stability. The proposed method
is universal and can be extended to solve a wide class of various problems of mechanics of shells.

   Keywords: visualization of scenarios of transition of vibrations into chaos, geometric nonlinearity, nano-beam, inhomogeneous
material, micropolar theory, Euler-Bernulli model.

                                                                       investigated [4]. It was found that the scale parameter strongly
1. Introduction                                                        affects the propagation of waves in nano-rods.
                                                                            Various modified models of nano-beams were proposed for
    Visualization        behavior      of       elements      of
                                                                       the study of bending using non-local mechanics of solid [3, 17,
microelectromechanical systems (MEMS) in the form of beams,
                                                                       16, 20]. More recently, a beam model based on a nonlocal
plates and shells under the action of various kinds of                 gradient stress theory was proposed in [10, 11] to study the
loads currently is an actual scientific problem [1,2,7,8,9,18].
                                                                       mechanical behavior of inhomogeneous nano-beams.
One of the ways of MEMS evolution is to reduce their
                                                                            The article [15] is devoted to the development of a linear
mechanical components to the nanoscale and to reduce their
                                                                       theory for the analysis of the behavior of beams based on the
mass. Already now about 10% of GDP in European countries is            mechanics of a micropolar continuum. The nature of bending
directly related to micro and nanoengineering. It is expected
                                                                       and longitudinal waves in a micropolar beam of infinite length
that the potential development of traditional microelectronics
                                                                       was investigated. The deformation of a cantilever beam under
will be exhausted in the coming decade. Further development of
                                                                       the action of a transverse concentrated load on the free edge
electronics is associated with the development of
                                                                       was also studied. In [13], the size-dependent behavior of
nanotechnology. The scope of the NEMS is very wide.
                                                                       Timoshenko beams using a combination of micropolar theory
Nanosensors (cantilevers, nano-suspensions, resonators, etc.)
                                                                       with nonlocal elasticity was modeled. The authors of [14]
and nanoactuators (nano-motors) are used in physics, biology,
                                                                       proposed a new numerical approach to the analysis of the
chemistry, medicine (diagnostics, cellular nano- and
                                                                       bending of Euler – Bernoulli nano-beams in the context of
microsurgery, drug delivery, the affected area of the body),
                                                                       integral non-local models. The authors of [12] studied the
electronic industry, criminology. Despite all the advances in
                                                                       nonlinear vibrations of functionally graded nano-beams based
nanotechnology, any work at the molecular level remains
                                                                       on an elastic base and subjected to a uniform increase in
extremely complex scientific problem. NEMS operate on the
                                                                       temperature. The effect of small size, which plays a significant
basis of other physical laws than MEMS.
                                                                       role in the dynamic behavior of nano-beams, is considered here
    The classical theory of continuum mechanics is not ideal for
                                                                       using an innovative non-local integral model. The main partial
analyzing the dynamic properties of nanostructures since size
                                                                       differential equations of the theory of Bernoulli-Euler beams
effects significantly affect the dynamic behavior of
                                                                       using von Karman relations were obtained.
nanostructures. For objects with ultra-small dimensions, it is
                                                                            The review of articles confirms the need to visualize the
necessary to use more complex theories, for example, modified
                                                                       behavior of NEMS components using methods of nonlinear
couple stress theory, nonlocal theory of elasticity, surface
                                                                       dynamics and taking into account the specifics of small sizes of
theory of elasticity, etc. A very important scientific problem is
                                                                       NEMS objects and the operating conditions of NEMS.
taking into account the heterogeneity of the material when
                                                                       Basically, the visualization of the frequency spectrum of the
designing the NEMS element, i.e. Dependencies of physical
                                                                       signal is carried out only using the Fourier spectrum. Use for
properties of a material on deformation, spatial coordinates and
                                                                       visualization of modal, phase portraits, cross-section, Poincare
time There are a large number of studies devoted to the size-
                                                                       mapping, spectrum of Lyapunov exponents, etc. will allow you
dependent behavior of beams. Longitudinal vibrations of                to explore the phenomenon of determinate chaos, to determine
heterogeneous rods at nano-dimensional levels using , nonlocal
                                                                       its truth. For a qualitative assessment of the transition of the
theory of elasticity were studied [6]. It was shown that the
                                                                       oscillations of the nano-system into chaos, it is necessary to use
heterogeneity of the material can strongly influence the
                                                                       tools like Fourier analysis and wavelet analysis, based on the
longitudinal vibrations of nano-rods. Depending on the value of        strengths of each of them, when visualizing. The methods
the coefficient of elastic modulus, the natural frequency of
                                                                       proposed in this work for visualizing the behavior of NEMS
nano-rods may decrease or increase with an increase in the
                                                                       elements can be useful in non-destructive testing systems, as
number of degrees of freedom [19]. In addition to the
                                                                       well as for designing NEMS.
longitudinal vibrations of nano-rods, wave propagation was also



Copyright © 2019 for this paper by its authors. Use permitted under Creative Commons License Attribution 4.0 International (CC BY 4.0).
1. Problem statement                                                                                                            e 
                                                                                                       i   s 1  exp   i  
In the modified couple stress theory [21], the stored strain                                                                   es  
energy П for an elastic body with infinitely small strains is               es and  s – strain intensity and stress yields depending from
written as
          1                                                                longitudinal (x) and transverse (z) coordinates.
     П    ij ij  mij ij  d dA,             (1)                       Equations of motion, the boundary and initial conditions of
          2 A                                                             the beam follow from the Hamilton – Ostrogradski variational
where:  ij  components of the strain tensor and                ij      principle.
                                                                                                                            1      
components of the symmetric curvature gradient tensor, which                    k1      2  dA, k3   (  2 ) z 2   l 2  dA, b1    dA
are defined as follows:                                                              A                     A                2                A

     ij   mm ij  2 ij ,                      (2)
                                                                                h
              1                                                            2  2                  u  1  u  
                                                                                                                2

        ij  u,                                                             2  
                                                                                       2  zdz  10   30   
                                                                                                                 
              2                                                            x                      x 2  x  
                                                                                 h
                                                              (3)                2
                        1
        ij   , ij   rot (u ) i , mij  2  l  ij ,
             1                                      2
                                                                            h2                                 
                        2                                                                    1 2    2u30 
                                                                              (  2 ) z  2  l  dz  x 2   q 
             2                                                                              2


here      u       - displacement vector with components             ui ,    h                               
                                                                            2                                  
i  x, y, z , θ is an infinitely small rotation vector with                          h                                                               
                                                                                                                                     h

                                                                                 u10  2                   u10 1  u30  2  2               2u30            (4)
                                                                                             2   dz 
                                                                                                             
                                                                                                                                 2  zdz
                                                                                                                                                    2 
                                                                                                                                                             
components  i . Denote  ij ,  ij , mij and  ij respectively                x  x  h
                                                                                                             x 2  x    h                   x  
                                                                                          2                                         2                  
components: classical stress tensor σ , strain tensor ε , deviator               g  2u30    g u
                                                                           h              h  30 ;
part of a symmetric tensor moment higher order m and the                          t 2       t
symmetric        part    of     the      curvature  tensor     χ;             h                                          h
                                                                                                                                                    
                                                                            2                    u10 1  u30  2  2                     2u30     g  2u10
                                                                                                                                    
            E                                                             x  h                 x 2  x   h
                              E                                                        2    dz                            2    zdz      2 
                                                                                                                                                      h          .
                     ,           - Lame parameters, which also                                                                          x          t 2
                                                                                                                                                  
     (1   )(1  2 )     2(1   )                                           2                                          2                        
                                                                                          The system (4) is reduced to dimensionless form
depend on the coordinates and intensity of deformations;  ij -
                                                                                                                                                             x     z
Kronecker symbol. The parameter l appearing at the moment                  using the following dimensionless parameters: x                                    , z ,
of higher order mij is an additional independent material                                                                                                    a     h0
parameter of length. It is connected with the symmetric tensor                         u30        a4             h     b       au        E
of a rotation gradient. In this model, in addition to the usual            u 30           , q            q, h  , b  , u10  210 , E  ,
                                                                                                G  h0 
                                                                                                         4
                                                                                       h0                        h0    b0       h0       G
Lame parameters, one more scale parameter of length l [7]
must be taken into account. This is a direct consequence of the
                                                                                                                                 , where q  q0 Sin  pt  -
                                                                                  h0     Gb0 g                h02       Gb0 g
fact that in couple stress theory, the strain energy density               t                    t,    
function is a function of the strain tensor and the symmetric                     a2                         a2         
curvature tensor. It does not explicitly depend on rotation (the
                                                                           load acting on the beam, q0 and  p - amplitude and load
asymmetric part of the strain gradient) and the asymmetric part
of the curvature tensor.                                                   frequency, respectively.
    Consider a beam of length a , constant thickness h . The
                                                                                  To system (4) are added boundary conditions rigid fixation
                                                  h     h
beam occupies the area   ( x, z ) | 0  x  a,   z   . We
                                                  2     2                                                 u30  x, t 
                                                                           u30 ( x, t )  u10  x, t                        0,     x  0; a                        (5)
introduce the notation: h0 – beam thickness in the center, b0 -                                                  x
beam width in the center, u30  x, t  – bend deflection, u10  x, t      and initial conditions
– midline displacement. Beam designed from isotropic but                                    u30  x, t                        u10  x, t 
heterogeneous material E( x, z, ei ) and  ( x, z, ei ) – module           u30 ( x, t )                     u10  x, t                       0, t  0            (6)
                                                                                                 t                                  t
elasticity and Poisson's ratio, depending on the coordinates and
intensity of deformations ei , according to the deformation
                                                                           2. Solution methods
theory of plasticity,  – coefficient damping,  – unit
weight of the material, g – acceleration gravity. Euler-                        The integration of equations (4) with the boundary (5) and
Bernoulli hypothesis was applied.                                          initial (6) conditions is carried out by the finite difference
    Geometric nonlinearity is taken into account according to              method. To improve accuracy, central difference schemes for
the Karman model.                                                          derivatives have been applied.
    Nano dimension is taken into account by the modified                        The convergence of the method along the spatial coordinate
couple stress theory.                                                      was studied. To obtain results with the required degree of
    To account for the physical nonlinearity of the material of            accuracy, it suffices to split the integration interval [0, 1] into
beams, the deformation theory of plasticity and the method of              120 parts. It is necessary to solve an extensive system of
variable parameters of elasticity are used [1]. Diagram of                 equations. At each time layer, the iterative method procedure
                                                                           variable parameters Birger's elasticity [5] was built. The value
deformations material  i ( i ) can be arbitrary, but in numerical
                                                                           of the Young's modulus in the spatial grid  x, z was refined.
examples it is accepted for pure aluminum in the form:
                                                                           The stability of the solution in time, i.e. the choice of the time
                                                                           step is carried out according to the Runge principle.
    The reliability of the numerical results is proved by the              The transition from harmonic vibrations to chaotic is
complete coincidence of the solutions obtained by the method         obtained according to the scenario of Ruel-Takens-Newhouse
described above with the results obtained using the Bubnov           with l  0; 0.1; 0.3; 0.5 . Thus, an independent frequency and
form finite element method in the spatial coordinate. Then the       linear combinations of the excitation frequency and independent
Cauchy problems were solved using the Runge – Kutta type             frequency appear.
method from the second to the eighth order of accuracy.                    Visualization of the nature of vibrations at the amplitude
                                                                     of the load q0  84 (Table 1), based on the power spectrum, it
3. Numerical results
                                                                     shows harmonic vibrations. However, visualization based on a
    Visualization of the calculation results for a rigidly clamped   phase portrait demonstrates the presence of additional
geometrically and physically nonlinear beam, to which a              frequencies, since the phase portrait has a thickening. For a
uniformly distributed alternating load with a frequency              qualitative analysis of the behavior of the system, several
 p  5.1 is applied, which coincides with the frequency of          visualization tools must be considered together. With increasing
linear natural vibrations, was based on the methods of nonlinear     load amplitude, the Fourier spectrum reflects the appearance of
dynamics. The parameters of the experiment: the material is          harmonics in the signal at independent frequencies. With a
aluminum, the ratio of length to thickness 𝜆=50.                     further increase in the amplitude, the power spectrum shows a
    The aim of the study was to visualize the scenarios for the      continuous pedestal, and the phase portrait shows a solid spot.
transition of vibrations of nano-beams from harmonic to              Which indicates the chaotic state of the system.
chaotic, depending on load changes. As well as visualizing the             With increasing l the load value at which the transition
impact on accounting scenarios moment stresses, i.e. the value       to chaotic vibrations takes place, because flexural rigidity of the
of an additional parameter l related to the tensor gradient          system increases.
curvature χ .
                                                                     4. Conclusion
    To achieve this goal, the following visualization tools were
used: signals, phase and modal portraits, Poincaré sections and          This study presents a visualization of nonlinear vibrations
maps, autocorrelation function, Fourier spectra, 2D and 3D           of a flexible, inhomogeneous, rigidly clamped at the ends of a
wavelet spectra constructed on the Morlet mother wavelet were        nano-beam under the action of a uniformly distributed
analyzed. Also changes the sign of the the largest Lyapunov          alternating load. Using the Fourier spectrum and phase portrait
exponent (LLE) in time, depending on the value of the                as a means of visualization, it was possible to determine the
additional independent length parameter l , was studied.             transition from harmonic to chaotic vibrations according to the
    At the table shows the most informative results for l  0 .      scenario of Ruel-Tackens-Newhouse. Accounting moment
    Table 1. Scenario of transition to chaos at l  0 .              stresses and an increase in the value associated with this
                                                                     parameter does not change the scenario of the transition of
 q0                                                                  system vibrations to chaos.
           Fourier spectrum                 Phase portrait

                                                                     5. Acknowledgement
                                                                        This work was supported by the Russian Science
                                                                     Foundation project RNF № 19-19-00215.
84
                                                                     6. References
                                                                     [1] Awrejcewicz J., Krysko V.A., Papkova I.V., Krylova
                                                                         E.Yu., Krysko A.V. Spatio-temporal nonlinear dynamics
                                                                         and chaos in plates and shells Nonlinear Studies. 2014.
                                                                         21, 2, P. 293-307.
                                                                     [2] Awrejcewicz J., Mrozowski J., Krysko A.V., Papkova I.V.,
                                                                         Zakharov V.M., Erofeev N.P., Krylova E.Y., Krysko V.A.
85                                                                       Сhaotic dynamics of flexible beams driven by external
                                                                         white noise Mechanical Systems and Signal Processing.
                                                                         2016, 79, P. 225-253.
                                                                     [3] Aydogdu, M. (2009). A general nonlocal beam theory: its
                                                                         application to nanobeam bending, buckling and vibration.
                                                                         Physica E: Low-dimensional Systems and Nanostructures,
                                                                         41 , 1651–1655 .
                                                                     [4] Aydogdu, M. (2012). Longitudinal wave propagation in
87                                                                       nanorods using a general nonlocal unimodal rod theory
                                                                         and calibration of nonlocal parameter with lattice
                                                                         dynamics. International Journal of Engineering Science,
                                                                         56, 17–28 ;
                                                                     [5] Birger I.A., Some general methods to solve problems of
                                                                         theory of plasticity. PMM, 15, 6, 1951 (in Russian)
                                                                     [6] Chang, T.-P. (2013). Axial vibration of non-uniform and
                                                                         non-homogeneous nanorods based on nonlocal elasticity
88                                                                       theory. Applied Mathematics and Computa- tion, 219 , 4
                                                                         933–4 941;
                                                                     [7] Krylova E.Yu., Kutepov I.E., Papkova I.V., Krysko V.A.
                                                                         Mathematical modeling of the contact interaction of
                                                                         shallow geometrically nonlinear Bernoulli-Euler beams
                                                                         taking into account the related problem of
     thermodynamics. Nonlinear world. 2016, 14, 7, P. 36-46.
     (in Russian)
[8] Krylova E.Y., Papkova I.V., Erofeev N.P., Zakharov V.M.,
     Krysko V.A. Сomplex fluctuations of flexible plates under
     longitudinal loads with account for white noise Journal of
     Applied Mechanics and Technical Physics. 2016, 57, 4. P.
     714-719.
[9] Krysko V.A., Papkova I.V., Awrejcewicz J., Krylova E.Y.,
     Krysko A.V. Non-symmetric forms of non-linear
     vibrations of flexible cylindrical panels and plates under
     longitudinal load and additive white noise Journal of
     Sound and Vibration. 2018, 423, P. 212-229
[10] Li, L. , & Hu, Y. (2017). Post-buckling analysis of
     functionally graded nanobeams incorporating nonlocal
     stress and microstructure-dependent strain gradient effects.
     International Journal of Mechanical Sciences, 120, P. 159–
     170 .
[11] Li, X. , Li, L. , Hu, Y. , Ding, Z. , & Deng, W. (2017).
     Bending, buckling and vibration of axially functionally
     graded beams based on nonlocal strain gradient theory.
     Composite Structures, 165, P. 250–265 .
[12] Mahmoudpour E., Hosseini-Hashemi S., Faghidian S.A.
     Nonlinear vibration analysis of FG nano-beams resting on
     elastic foundation in thermal environment using stress-
     driven nonlocal integral model Applied Mathematical
     Modelling 57 · January                                 2018
     DOI: 10.1016/j.apm.2018.01.021
     Strength and Plasticity. 201, 78 (3), P. 280-288. (in
     Russian)
[13] Oskouie M. F., Norouzzadeh A., Ansari R Bending of
     small-scale Timoshenko beams based on the
     integral/differential nonlocal-micropolar elasticity theory:
     a finite element approach Applied Mathematics and
     Mechanics 40(12):1-16 · May                            2019
     DOI: 10.1007/s10483-019-2491-9
[14] Oskouie M. F., Norouzzadeh A., Ansari R Bending of
     Euler–Bernoulli nanobeams based on the strain-driven and
     stress-driven nonlocal integral models: a numerical
     approach Acta Mechanica Sinica 34(5):1-12 ·
[15] Ramezani S, Naghdabadi R, Sohrabpour S. Analysis of
     micropolar elastic beamsEuropean Journal of Mechanics -
     A/Solids Volume 28, Issue 2, March–April 2009, P. 202-
     208
[16] Reddy, J. (2007). Nonlocal theories for bending, buckling
     and vibration of beams. International Journal of
     Engineering Science, 45, P. 288–307 .
[17] Reddy, J. , & Pang, S. (2008). Nonlocal continuum
     theories of beams for the analysis of carbon nanotubes.
     Journal of Applied Physics, 103, P. 023511 .
[18] Sinichkina A.O., Krylova E.Yu., Mitskevich S.A., Krysko
     V.A. Dynamics of flexible beams under the action of
     shock loads, taking into account white noise. Problems
[19] Simsek, M. (2012). Nonlocal effects in the free
     longitudinal vibration of axially functionally graded
     tapered nanorods. Computational Materials Science, 61, P.
     257–265.
[20] Thai, H.-T., & Vo, T. P. (2012). A nonlocal sinusoidal
     shear deformation beam theory with application to
     bending, buckling, and vibration of nanobeams.
     International Journal of Engineering Science, 54 , 58–66 .
[21] Yang F., Chong A.C.M., Lam D.C.C., Tong P. Couple
     stress based strain gradient theory for elasticity // Int. J.
     Solids Struct. 2002, 39, P. 2731–2743