1. Reference problem#
1.1. Geometry#

Dimensions of pad \((m)\):
length (according to \(x\)): \(0.35\)
width (according to \(y\)): \(0.25\)
thickness (according to \(z\)): \(0.01\)
1.2. Elastic properties of the material#
\(E=1.8\times {10}^{11}\mathrm{Pa}\) Young’s module
\(\nu =0.3\) Poisson’s ratio
\(\rho =7800.0{\mathrm{kg.m}}^{-3}\) Density
\(\alpha =3\times {10}^{-5}s\)
\(\beta =0.001{s}^{-1}\)
The coefficients \(\alpha\) and \(\beta\) make it possible to build a viscous damping matrix proportional to the stiffness and to the mass \([C]=\alpha [K]+\beta [M]\).
1.3. Boundary conditions and loads#
Embedding the side faces
Harmonic pressure of amplitude \(p={10}^{5}\mathrm{Pa}\) at a frequency \(f=1500\mathrm{Hz}\) on the upper side