PSI - Issue 84
Francesco Ballio et al. / Procedia Structural Integrity 84 (2026) 151–158
155
a
b
6000
6000
W in , W out (cm 3 )
W cont (cm 3 )
4000
4000
2000
2000
0
0
0
200
400 t (s)
600
800
0
200
400 t (s)
600
800
Fig. 2. Temporal evolution of (a) W in (continuous line) and W out (dashed line); (b) accumulation volume W cont = W in -W out .
a
b
1800
1800
1200
A Ua (cm 2 )
1200
A Da (cm 2 )
600
600
0
0
0
200
400 t (s)
600
800
0
200
400 t (s)
600
800
Fig. 3. Temporal evolution of (a) upstream area measured from above; (b) downstream area measured from above.
a
b
600
600
400
400
A Us (cm 2 )
A Ds (cm 2 )
200
200
0
0
0
200
400 t (s)
600
800
0
200
400 t (s)
600
800
Fig. 4. Temporal evolution of (a) upstream area measured from the side; (b) downstream area measured from the side.
Made with FlippingBook flipbook maker