PSI - Issue 50

N. Mullahmetov Maksim et al. / Procedia Structural Integrity 50 (2023) 200–205 Mullahmetov Maksim N. et al./ Structural Integrity Procedia 00 (2022) 000 – 000

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stress fields obtained as a result of the calculation are shown in Figure 5. Figure 6 shows plots of linearized principal stresses for specimens with a V-notch.

Fig. 5. Results of numerical calculations in the ANSYS program.

Fig. 6. Linearized maximum principal stresses in MPa for specimens with V-notches 15x5 (a), 15x3 (b), 15x1 (c), 4x1 (d), 1x1 (e).