PSI - Issue 57

Jacques BERTHELLEMY et al. / Procedia Structural Integrity 57 (2024) 872–903 J. Berthellemy / Structural Integrity Procedia 00 (2023) 000 – 000

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Fig. 43: Evaluation of the variation of the category of detail of the steel surface with H/R

Of course the study of the fillet weld in category 36 MPa remains unchanged at the root of the weld when a chancroid notch is introduced outside (Figure 44).

Fig. 44 : No influence of a chancroid notch HR=0,40 on the fillet weld category