Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Subcritical parametric response of an axially accelerating beam
Abstract In this paper, the planar nonlinear dynamics of an axially accelerating beam in the subcritical speed regime is examined theoretically, via two different numerical techniques, employing a large enough number of modes in order to investigate modal interactions. The equation of motion is discretized via the Galerkin method which results in a set of coupled nonlinear ordinary differential equations (NODEs) with time-dependent coefficients. The set of NODEs is solved by means of the pseudo-arclength continuation technique and some of the results are tested and verified via direct time integration of the NODEs. The analyses include the system tuned to a three-to-one internal resonance, as well as for the case where it is not. Results are illustrated through frequency–response diagrams, time traces, phase–plane portraits, and fast Fourier transforms (FFTs).
Highlights ► Nonlinear resonant responses of an axially accelerating beam in the subcritical regime are obtained numerically. ► The pseudo-arclength continuation technique along with direct time integration is employed to solve the equation of motion. ► Enough degrees of freedom are employed in the Galerkin discretization in order to analyze modal interactions.
Subcritical parametric response of an axially accelerating beam
Abstract In this paper, the planar nonlinear dynamics of an axially accelerating beam in the subcritical speed regime is examined theoretically, via two different numerical techniques, employing a large enough number of modes in order to investigate modal interactions. The equation of motion is discretized via the Galerkin method which results in a set of coupled nonlinear ordinary differential equations (NODEs) with time-dependent coefficients. The set of NODEs is solved by means of the pseudo-arclength continuation technique and some of the results are tested and verified via direct time integration of the NODEs. The analyses include the system tuned to a three-to-one internal resonance, as well as for the case where it is not. Results are illustrated through frequency–response diagrams, time traces, phase–plane portraits, and fast Fourier transforms (FFTs).
Highlights ► Nonlinear resonant responses of an axially accelerating beam in the subcritical regime are obtained numerically. ► The pseudo-arclength continuation technique along with direct time integration is employed to solve the equation of motion. ► Enough degrees of freedom are employed in the Galerkin discretization in order to analyze modal interactions.
Subcritical parametric response of an axially accelerating beam
Ghayesh, Mergen H. (Autor:in) / Païdoussis, Michael P. (Autor:in) / Amabili, Marco (Autor:in)
Thin-Walled Structures ; 60 ; 185-193
22.06.2012
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Subcritical parametric response of an axially accelerating beam
Online Contents | 2012
|Vibrations of an axially accelerating, multiple supported flexible beam
British Library Online Contents | 2012
|DYNAMIC STABILITY OF AN AXIALLY ACCELERATING VISCOELASTIC BEAM WITH TWO FIXED SUPPORTS
Online Contents | 2006
|A parametric study on axially loaded pile
British Library Conference Proceedings | 2004
|