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Civil-Comp Conferences
ISSN 2753-3239 CCC: 8
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON ENGINEERING COMPUTATIONAL TECHNOLOGY Edited by: P. Iványi, J. Kruis and B.H.V. Topping
Paper 6.2
A Pure Lagrangian Formulation of a Hydroacoustic Fluid-Structure Problem for the Simulation of Underwater Transducers A. Prieto and M. Benítez
Department of Mathematics, CITMAga, University of A Coruña, A Coruña, Spain A. Prieto, M. Benítez, "A Pure Lagrangian Formulation of a Hydroacoustic Fluid-Structure Problem for the Simulation of Underwater Transducers", in P. Iványi, J. Kruis, B.H.V. Topping, (Editors), "Proceedings of the Twelfth International Conference on
Engineering Computational Technology", Civil-Comp Press, Edinburgh, UK,
Online volume: CCC 8, Paper 6.2, 2024, doi:10.4203/ccc.8.6.2
Keywords: Lagrangian formulation, fluid-structure problems, Navier-Stokes equation, rigid solid, underwater transducers, Galbrun's model, linear high-order schemes, finite element method.
Abstract
The numerical simulation of the small acoustic perturbations produced by an underwater transducer must involve convected models to capture the interaction of the wave
propagation phenomena and the underlying fluid motion. Obviously, the spatial location of the transducer is also affected by the fluid motion, and simultaneously, the
physical region of interest will vary over time due to tidal and gravity waves. Both
fluid-structure phenomena, the acoustic interaction of the transducer with the surrounding fluid motion, and the underlying coupled hydrodynamic phenomena have
very different time and spatial scales, and they must be solved simultaneously. This
work presents a novel approach where both time scales are considered separately, and
both fluid-structure problems are solved numerically in a pure Lagrangian formulation based on velocity and displacement fields by finite element procedures using two
different meshes. Galbrun’s model is used to compute the time-harmonic acoustic response of the underwater transducer. In contrast, the underlying fluid motion and the
position of the transducer, which is considered a rigid solid, are computed implicitly
using an implicit Newmark’s time marching scheme. Some numerical benchmarks in
different scenarios are provided to illustrate the features of the proposed numerical method.
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