PSI - Issue 24

Simone Trupiano et al. / Procedia Structural Integrity 24 (2019) 852–865 S.Trupiano et al./ Structural Integrity Procedia 00 (2019) 000 – 000

858

7

Fig. 7. Mechanical properties of the steel utilized in the FE analysis

Table 1. Other Mechanical properties of the steel utilized in the FE analysis Temperature [°C] Yield Strength [MPa]

Tensile Strength [MPa]

25

320 124 100

620 380 300

600

1000

As regards the boundary conditions of the FE models, the plate is fixed on the length side, see Fig. 8. The A, B, C path lines to which the results refer are further reported in Fig. 8.

Fig. 8. Plate constraint conditions and path lines of the results, size are in mm.

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