Issue 42

H. Carvalho et alii, Frattura ed Integrità Strutturale, 42 (2017) 93-104; DOI: 10.3221/IGF-ESIS.42.11 101 Fiigure 16: New position of anchorage eye-bars in the massif set over the rock. Figure 17: Numerical model and von Mises stress distribution at pylons bases [MPa]. Figure 18: Eye-bar support numerical model and von Mises stress distribution [MPa]. Figure 19: Eye-bar anchorage numerical model and von Mises stress distribution [MPa]. NEWANCHORAGE EYE-BAR ANCHORAGE EYE-BAR EXISTENT 4000 mm