PSI - Issue 43
Martina Šomodíková et al. / Procedia Structural Integrity 43 (2023) 258–263 Author name / Structural Integrity Procedia 00 (2022) 000 – 000
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Table 1. Identified values of selected parameters for specimens with a deep notch tested in 3PBT a WST – comparison of results determined with exponential (left) and bilinear (right) tensile softening model.
Exponential tensile softening model
Bilinear tensile softening model
E (GPa)
f t (MPa) 2.0 – 4.5
G f (J/m 140 – 260 2 )
E (GPa)
f t (MPa) 1.5 – 3.5
c 1,x ×10
– 2 ( – ) c
1,y ×10
– 2 ( – ) c
2,x ×10
– 2 ( – )
f (J/m
2 )
G
min – max
25 – 40 28.63 29.72 28.24 28.49 28.31 32.70 30.53 29.69 32.48 29.00 31.35 29.94 23.58 25.55 21.61 35.07 36.31 34.28 28.70 28.59 28.43
25 – 40 29.38 30.18 29.04 29.31 29.05 32.73 31.87 31.01 32.66 29.64 31.83 30.20 23.99 25.98 22.54 35.76 36.76 35.20 29.32 29.46 29.54
1.5 – 5.5
5.0 – 15.0
9.0 – 15.0
–
4.22 4.47 3.46 2.83 3.69 3.61 3.84 3.48 3.86 2.83 2.60 3.54 2.84 3.48 3.79 3.15 3.36 2.98 2.97 3.13 3.42
169.22 121.82 185.33 160.81 155.56 149.42 140.52 142.00 132.23 187.32 214.86 235.26 209.05 185.38 193.13 246.81 193.90 196.58 199.40 219.45 201.92
3.14 3.02 2,87 2.50 3.04 2.94 3.12 2.99 3.02 2.27 2.12 3.00 2.33 2.83 2.99 2.65 2.83 2.44 2.48 2.55 2.60
2.34 1.88 2.66 2.37 1.86 1.73 1.97 2.29 1.56 2.92 3.16 2.72 3.69 2.71 2.49 3.47 2.29 3.27 2.92 3.58 3.14
2.49 4.49 5.95 7.68 6.94 9.87 8.13 6.44 10.5 7.42 10.2 9.57 6.84 8.36 10.5 11.9 11.2 10.6 10.2 6.03 6.43
8.40 5.01 1.03 13.0 15.0 12.4 12.7 12.4 12.7 15.8 18.3 14.6 10.2 6.47 6.89 12.3 12.8 7.45 13.2 12.2 9.47
159.31 127.06 187.80 168.35 176.27 174.39 187.74 185.23 174.45 185.42 213.06 246.91 204.75 184.12 192.00 261.73 210.86 198.36 211.20 219.84 194.67
B_100_L
W_100_L
B_200_L
W_200_L
B_300_L
W_300_L
B_all_L: Mean (CoV) 31.39 (9.7) 3.40 (18.1) 194.57 (19.0) 32.00 (9.6) 2.70 (13.2) 2.74 (18.8) 8.19 (40.3) 11.4 (22.9) 188.42 (8.4) W_all_L: Mean (CoV) 28.22 (11.6) 3.41 (11.2) 174.07 (17.5) 28.95 (11.2) 2.78 (9.8) 2.53 (27.8) 8.16 (20.9) 11.7 (36.7) 198.95 (20.8) All_L: Mean (CoV) 29.58 (11.8) 3.41 (14.1) 182.86 (18.7) 30.26 (11.4) 2.75 (11.1) 2.62 (23.9) 8.17 (29.9) 11.5 (28.9) 193.50 (15.0)
Fig. 3. Dependence of the identified parameter values on the specimen size: analysis with exponential (black bars) and bilinear (grey bars) tensile softening model. The values in the bars correspond to the mean value and coefficient of variation (in brackets) of values identified for the individual set of experiments.
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