1. Introduction#
The vibratory behavior of a structure is often modified if it is in the presence of a fluid: this is called vibro-acoustic coupling. Coupling cases are distinguished into two categories: either the fluid is infinite (this is the case of submerged structures), or the fluid is contained in a bounded medium (this is the case of reservoirs more or less filled with fluid).
The finite elements described here make it possible to solve coupling problems with a finite dimensional fluid.
General notes:
\(P\): |
instantaneous total pressure at a point in the fluid, |
\({p}_{0}\): |
pressure at rest, |
\(p\): |
sound pressure, |
\({\rho }_{t}\): |
instantaneous total density at a point in the fluid, |
\({\rho }_{0}\): |
density of the fluid at rest, |
\(\rho\): |
acoustic density, |
\({\rho }_{S}\): |
density of the structure, |
\({\mathrm{u}}_{f}\): |
acoustic displacement, |
\(u\): |
moving the structure, |
\(\varphi\), \(\mathrm{\Phi }\): |
fluid displacement potential, |
\(\psi\), \(\mathrm{\Psi }\): |
fluid speed potential, |
\(\omega\), \(f\): |
pulsation, frequency, |
\(c\): |
speed of sound in the fluid, |
\(\lambda\), \(k\): |
wavelength, wave number, |
\(\sigma\): |
structure stress tensor, |
\(\varepsilon\): |
structural deformation tensor, |
\(C\): |
structural elasticity tensor, |
\(T\): |
fluid stress tensor. |