PSI - Issue 18
Bruno Atzori et al. / Procedia Structural Integrity 18 (2019) 413–421 Atzori et al/ Structural Integrity Procedia 00 (2019) 000–000
418
6
10
(a)
W L W S W J
J=2785 J/m 2
WL WS WJ
Finite element results
1 W [MJ/m 3 ]
g =81 MPa =0.3 Plane stress
0.1
0.0001
0.001
x 0 [m]
(b)
10
J=2530 J/m 2
Area Punto Serie1 W L W S W J
Finite element results
1 W [MJ/m 3 ]
Plane strain g =81 MPa =0.3
0.1
0.0001
0.001
x 0 [m]
Figure 3. Local Strain Energy Densities (W L , W S , W J ) rise along the crack bisector line and related parameters obtained by finite element analysis, assuming (a) plane stress and (b) plane stain conditions.
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