Issue 38

X. Yu et alii, Frattura ed Integrità Strutturale, 38 (2016) 148-154; DOI: 10.3221/IGF-ESIS.38.20

125



(MPa)

 75

LC1

LC2



25

125

LC3

LC5

LC4

25

125

 = 75

 = 100

 = 25

LC6

LC8

LC9

25

125

LC10

LC11

LC12

 = 50

25



125



LC13



25



0

50

0

0

50

50

Figure 3 : Load cases applied during the phase 2 of the fatigue tests.

151