Issue 47

R. Fincato et alii, Frattura ed Integrità Strutturale, 47 (2019) 231-246; DOI: 10.3221/IGF-ESIS.47.18

Figure 6 : Envelope curves reporting the horizontal loads in correspondence of the unloading points.

a)

b)

c) d) Figure 7: a) Sketch for the evaluation of the damage level along three cross sections, (non-deformed shape) b) damage level along the cross section A-A’, c) damage level along the cross section B-B’, d) damage level along the cross section C-C’.

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