Issue 29

A. De Rosis et alii, Frattura ed Integrità Strutturale, 29 (2014) 343-350; DOI: 10.3221/IGF-ESIS.29.30 346 Figure 2 : Dam break: sketch of the problem set-up [23]. Figure 3 : Dam break: numerical and experimental [23] time evolution of the free-surface profile. Checkpoint [23] Present H2 159.9 181 H3 276.6 278.9 H4 373.3 364 Boundary 449.9 441.2 Table 1 : Dam break: time [ms] required to reach the checkpoints and impact the boundary.