Abstract
The stability of translating flexible beam that passes through the elastic support is investigated. The instability of the beam is observed as the axial moving velocity increases from numerical simulation results. It is clarified from the consideration with the rigid beam model that the increasing of mass and damping coefficient ratio of the support yields negative damping effect of the system and the increasing of damping coefficient and stiffness ratio of the support yields negative stiffness effect of the system as the axial moving velocity increases.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
More From: The Proceedings of the Dynamics & Design Conference
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.