Issue 28

D. Gentile et alii, Frattura ed Integrità Strutturale, 28 (2014) 42-50; DOI: 10.3221/IGF-ESIS.28.05

x 10 -3

model

8

 90  30

6

4

 90  60

COD/2 (mm)

2

0

-1

-0.5

0

0.5

1

Dimensionless angle

Figure 8 : t= 2mm crack length 2  (  0°) and (  0°).

x 10 -3

0 0.5 1 1.5 2 2.5 3 3.5

model

 50  30

 50  60

COD/2 (mm)

-1

-0.5

0

0.5

1

Dimensionless angle

Figure 9 : t = 5mm; crack length 2  (  0°) and (  0°).

x 10 -3

model

 90  30

6

4

 90  60

COD/2 (mm)

2

0

-1

-0.5

0

0.5

1

Dimensionless angle

Figure 10 : t = 5mm; crack length 2  (  0°) and (  0°).

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