Abstract
A class of self-excited mechanical or structural systems subjected to parametric excitation is considered. The systems have an arbitrary number of generalized co-ordinates. The equations of motion include weak quadratic and cubic non-linearities in the stiffness, small “negative” linear damping terms, and small “positive” cubic damping terms. Special cases are van der Pol's equation and Rayleigh's equation. The parametric excitation includes multiple frequencies λ m . By using the method of multiple scales, the following resonances are analyzed: λ s ≈ 2 ω q (principal parametric resonance), λ s ≈ ω q , λ s ± λ t ≈ 2 ω q , and λ s + λ t ≈ ω r − ω q , where the ω n are natural frequencies of the system. Steady state response amplitudes are determined and plotted as functions of a detuning parameter, excitation amplitudes and, when λ s ± λ t ≈ 2 ω q , a measure of the relative values of λ s and λ t .
Published Version
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.