Abstract
The paper investigates the free vibration behaviour of a floating beam and its forced responses to transient wave packets. The analysis is based on the well-known simple model of a uniform Euler–Bernoulli beam, in which the coupled hydroelastic problem is solved directly. In principle the formulation is exact, within the context of linear theory and potential flow. The problem is discretised and complex eigenvalues of the system matrix are evaluated, in order to characterise the free vibration behaviour (the natural frequencies and radiation damping) over a range of dimensionless beam stiffnesses and mass ratios. The magnitudes of ‘resonant’ responses are shown to be linked to the imaginary parts of these eigenvalues. The model is then used to study the responses of the flexible beam in transient wave packets, such as the NewWave group.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment
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.
