Table 6 Sloshing tank with an elastic beam: analysis conditions for the structural computation

Time step width

\(1.0 \times 10^{-4}\) and \(5.0 \times 10^{-5} [\textrm{s}]\)

Number of elements

200

Element type

Isoparametric 2nd-order

Young’s modulus

\(3.3 \times 10^6 [\mathrm {kg/s^2m}]\)

Poisson’s ratio

0.49

Density

\(1.1 \times 10^{3} [\mathrm {kg/m^3}]\)

Gravitational acceleration

\(9.81[\textrm{m}/\textrm{s}^2]\)