Title :
Modeling of transversal dynamics of stepped beams in case of boundary-excitation
Author :
Klose, S. ; Konigorski, U.
Author_Institution :
Laborartory of Control Eng. & Mechatron., Tech. Univ. Darmstadt, Darmstadt, Germany
fDate :
June 30 2010-July 2 2010
Abstract :
In this paper a dynamic model of a stepped beam excited by an electrodynamical actuator with non-negligible dynamics at one end is derived. As model ansatz the superposition of rigid-body and modal dynamics is chosen. This results in the assumption of separated rigid-body and modal dynamics. The modal part of the beam dynamics is modeled as a cantilever beam with inhomogeneous boundary conditions. The solution of the modal transversal displacement is developed in a fourier series with the eigenfunctions of the spatial eigenvalue problem (EVP) as basis functions. The EVP is solved for a stepped beam by defining spatial-transfer-matrices. It can be seen that the location of the discontinuity in the cross-sectional area is an appropriate degree of freedom for relocating a particular eigenfrequency in combination of amplifying the corresponding eigenmode. Finally, the entire system dynamics with two different stepped beams is measured and the results are compared with the theoretical considerations.
Keywords :
Fourier series; beams (structures); control system synthesis; eigenvalues and eigenfunctions; feedforward; structural engineering; Fourier series; beam dynamics; boundary-excitation; electrodynamical actuator; feedforward control design; modal dynamics; modal transversal displacement; nonnegligible dynamics; rigid-body; spatial eigenvalue problem; spatial-transfer-matrices; stepped beams; transversal dynamics; Actuators; Automatic control; Boundary conditions; Control design; Control engineering; Eigenvalues and eigenfunctions; Fourier series; Gravity; Mechatronics; Structural beams;
Conference_Titel :
American Control Conference (ACC), 2010
Conference_Location :
Baltimore, MD
Print_ISBN :
978-1-4244-7426-4
DOI :
10.1109/ACC.2010.5530558