Fig. 21From: Compatible interface wave–structure interaction model for combining mesh-free particle and finite element methodsSloshing tank with an elastic beam: snapshots of the simulation conducted by the proposed model based on the block Gauss–Seidel method at \(t = 1.84\), 2.12, 2.32, and \(2.56 \mathrm {[s]}\); pressure contours are indicated by color (min: \(0.0[\mathrm {N/m^2}]\), max: \(1200.0[\mathrm {N/m^2}]\))Back to article page