Skip to main content

Table 5 Sloshing tank with an elastic beam: analysis conditions for the fluid computation

From: Compatible interface wave–structure interaction model for combining mesh-free particle and finite element methods

Time step width

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

Number of particles

44, 528 and 278, 300

Particle spacing

\(2.5 \times 10^{-3}\) and \(5.0 \times 10^{-4}\) \([\textrm{m}]\)

Effective radius

\(3.1 l^0 [\textrm{m}]\)

Density

\(9.0 \times 10^2 [\mathrm {kg/m^3}]\)

Kinetic viscosity

\(5.0 \times 10^{-5} [\mathrm {m^2/s}]\)

Gravitational acceleration

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

Sound speed coefficient

\( 10.59 [\textrm{m}/\textrm{s}]\)

Repulsive coefficient in the ERP model

\(1.0 \times 10^{7} [\textrm{N}/\textrm{m}^3]\)