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Plenary
Lecture
Abstract: Bifurcation and chaos exhibited by the
Euler-Bernoulli beams and Mindlin-Kirchhoff plates
subjected either to transversal local external or shear
load in the frame of the classical non-linear theories
are monitored and studied. A transition from PDEs to
ODEs is carried out using the Finite Difference Method (FDM)
and the Finite Element Method (FEM). Reliability and
validity of the obtained results are verified and
discussed. Stability, bifurcation and chaos of the
mentioned objects and in particular, an influence of
harmonic external load parameters, system parameters and
boundary conditions are studied. This research part
presents both novel approach to analyze bifurcation and
chaos exhibited by vibrated beams and plates as well
novel results associated with stability, bifurcation and
spatial-timing chaos of the analyzed structural members.
It is shown that an application of the classical and
widely used Fourier analysis does not allow to obtain
real picture of the frequency vibration characteristics
in each time instant. On the other hand, it is
illustrated that application of the wavelets approach
allows to follow frequency time evolutions. Presented
numerical results indicate that vibrations in different
plate points occur with the same frequencies set
although their power is different. Hence, the vibration
characteristics can be represented by one arbitrary
taken plate point. Furthermore, using wavelets scenarios
of transitions from regular to chaotic dynamics are
illustrated and discussed including two novel scenarios
not reported so far in the existing literature. In
addition, analysis of non-linear vibrations of an
Euler-Bernoulli beam for two types of boundary
conditions has been carried out using the Gauss wavelets
1-8, and the Morlet wavelets. It has been shown that the
latter ones give the most complete information about
vibrations of the Euler-Bernoulli beams. In particular,
scenarios of transitions from a regular to chaotic beam
dynamics are revisited. In contrary to the standard
approach based on the FFT (Fast Fourier Transform), the
wavelets analysis allows following time evolutions of
the beam frequency spectrum, and hence one may trace
either an appearance or disappearance of frequency
components. In addition, the wavelet-oriented analysis
yields the redistribution of the beam energy over the
frequency vibrations spectrum. Namely, it is shown how
the beam energy located in a vicinity of the excitation
frequency is transmitted into the other frequencies,
when finally the system transits into chaotic regimes.
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