Table 3 Dam break with an elastic obstacle: analysis conditions for structural computation based on the FEM

Time step width

\(2.5 \times 10^{-6} [\textrm{s}]\)

Number of elements

48

Element type

Isoparametric 2nd-order

Young’s modulus

\(1.0 \times 10^6 [\mathrm {kg/s^2m}]\)

Poisson’s ratio

0.0

Density

\(2.5 \times 10^{3} [\mathrm {kg/m^3}]\)

Gravitational acceleration

\(10.0[\textrm{m}/\textrm{s}^2]\)