Issue 42

H. Carvalho et alii, Frattura ed Integrità Strutturale, 42 (2017) 93-104; DOI: 10.3221/IGF-ESIS.42.11

NEWANCHORAGE EYE-BAR

4000 mm

ANCHORAGE EYE-BAR EXISTENT

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].

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