A limit stop is placed at the elbow of an L-shaped beam whose linear natural frequencies are nearly commensurable. As a result of this hardening device the non-linear system exhibits multiple internal resonances, which involve various degree of coupling between the first five modes of the beam in free vibration. A point load is so placed as to excite several modes and the resulting forced vibration is examined. In the undamped case, three in-phase and two out-of-phase solution branches have been found. The resonance curve is extremely complicated, with multiple branches and interactions between the first four modes. The amplitudes of the higher harmonics are highly influenced by damping, the presence of which can effectively attenuate inter...
In this study, nonlinear transverse vibrations of an Euler-Bernoulli beam with multiple supports are...
Experimental and theoretical results on the nonlinear dynamics of a homogeneous thin beam equipped w...
An exact analytical solution for transversal free vibrations of a beam subjected to an arbitrary dis...
Real-life structures often possess piecewise stiffness because of clearances or interference between...
In oscillating mechanical systems, nonlinearity is responsible for the departure from proportionalit...
International audienceIn oscillating mechanical systems, nonlinearity is responsible for the departu...
In this study, nonlinear transverse vibrations of a tensioned Euler-Bernoulli beam resting on multip...
In this study, nonlinear transverse vibrations of a tensioned Euler-Bernoulli beam resting on multip...
Small non-linear interactions of the type referred to as autoparametric may have a considerable effe...
[[abstract]]This study examined the vibrations of a hinged-free nonlinear beam placed on a nonlinear...
AbstractWhen a nonlinear system is expressed in terms of the modes of the equivalent linear system, ...
The nonlinear vibration of a travelling beam subjected to principal parametric resonance in presence...
The internal resonances between the longitudinal and transversal oscillations of a forced Timoshenko...
A new method of multiple scales procedure is used to analyze the forced responses of multiple degree...
This work investigates the primary resonance and internal resonance of a double-section beam with cu...
In this study, nonlinear transverse vibrations of an Euler-Bernoulli beam with multiple supports are...
Experimental and theoretical results on the nonlinear dynamics of a homogeneous thin beam equipped w...
An exact analytical solution for transversal free vibrations of a beam subjected to an arbitrary dis...
Real-life structures often possess piecewise stiffness because of clearances or interference between...
In oscillating mechanical systems, nonlinearity is responsible for the departure from proportionalit...
International audienceIn oscillating mechanical systems, nonlinearity is responsible for the departu...
In this study, nonlinear transverse vibrations of a tensioned Euler-Bernoulli beam resting on multip...
In this study, nonlinear transverse vibrations of a tensioned Euler-Bernoulli beam resting on multip...
Small non-linear interactions of the type referred to as autoparametric may have a considerable effe...
[[abstract]]This study examined the vibrations of a hinged-free nonlinear beam placed on a nonlinear...
AbstractWhen a nonlinear system is expressed in terms of the modes of the equivalent linear system, ...
The nonlinear vibration of a travelling beam subjected to principal parametric resonance in presence...
The internal resonances between the longitudinal and transversal oscillations of a forced Timoshenko...
A new method of multiple scales procedure is used to analyze the forced responses of multiple degree...
This work investigates the primary resonance and internal resonance of a double-section beam with cu...
In this study, nonlinear transverse vibrations of an Euler-Bernoulli beam with multiple supports are...
Experimental and theoretical results on the nonlinear dynamics of a homogeneous thin beam equipped w...
An exact analytical solution for transversal free vibrations of a beam subjected to an arbitrary dis...