PSI - Issue 72
A.F.L. Macedo et al. / Procedia Structural Integrity 72 (2025) 61–68
67
0.5
1
Experimental Numerical
Experimental Numerical
0.4
0.8
0.3
0.6
P [kN]
P [kN]
0.2
0.4
0.1
0.2
0
0
0
10
20
30
0
10
20
30
δ [mm]
δ [mm]
a)
b)
Fig. 6. Fitting the P - curves for different t A : 0.2 (a) and 2.0 mm (b).
4.2. Cohesive law estimation Fig. 7 presents CZM laws for every t A =0.5 mm sample, detailing tensile (a) and shear (b) laws. The area beneath each CZM curve corresponds to G IC or G IIC . While t n 0 and t s 0 showed slight variability due to individual tuning, the average CZM laws reliably mirrored the specimens’ behavior with minor discrepancies. Notwithstanding overall concordance, certain variances in t n 0 and t s 0 values were observed post-calibration across all t A . Fig. 7 (c) and (d) display the average tensile and shear CZM laws for all t A values. The curves were comparable, showing larger areas and t n 0 / t s 0 figures for t A ≥0.5 mm due to G IC / G IIC variations. For tensile CZM laws, there was a 3.6% drop at t A =0.5 mm and a 29.4% rise at t A =2.0 mm, with shear CZM laws exhibiting similar percentage shifts of 3.1% and 33.0%, respectively.
10 12 14
10 12 14
Individual curves Average curve
Individual curves Average curve
0 2 4 6 8
0 2 4 6 8
t n [MPa]
t s [MPa]
0
0.1
0.2
0.3
0.4
0
0.1
0.2
0.3
0.4
0.5
s [mm]
n [mm]
a)
b)
16
16
0.1 0.2 0.5 1.0 2.0
0.1 0.2 0.5 1.0 2.0
12
12
8
8
t s [MPa]
t n [MPa]
4
4
0
0
0
0.2
0.4
0.6
0
0.2
0.4
0.6
s [mm]
n [mm]
c)
d)
Fig. 7. CZM laws under tension (a) and shear (b) for t A =0.5 mm and average curves; average tensile (c) and shear (d) curves for all t A values.
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