PSI - Issue 53

E. Zancato et al. / Procedia Structural Integrity 53 (2024) 315–326

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E. Zancato et al. / Structural Integrity Procedia 00 (2023) 000–000

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Further characteristics of the material are inferred from the tensile and hardness test results, which are illustrated in the Table 2.

Table 2: Mechanical properties of WAAMed 308LSi.

E

HV

σ P

σ Y

σ U

[ MPa ] [ HV ] 206 . 14 ± 11 . 64 304 . 66 ± 6 . 78 531 . 94 ± 4 . 45 114 . 23 ± 1 . 10 165 . 7 ± 1 . 51 [ MPa ] [ MPa ] [ GPa ]

Fig. 8: Stress-strain curves for WAAMed 308LSi.

As evidenced from Figure 8 and well known from other tests on the same alloy, the material does not exhibit a yield plateau. The yield stress, σ Y in Table 2, is therefore taken as the 0.2% proof stress using the ”O ff set method” according to the ASTM (2021). Moreover, the elastic proportionality limit, σ P , is approximately 100 MPa lower than the yield stress. The tensile strength σ U is approximately 75% higher than the yield stress. The ratio between Vickers hardness HV and tensile strength is as expected. Overall, the observed mechanical properties for this material are consistent with those found by Laghi et al. (2023) and Leonetti et al. (2023), with the exception of a slightly lower value of elastic modulus, E .

3.2. Fatigue tests

The specimen dimensions, test conditions and the results of the fatigue tests are reported in Table 3 and Table 4. In the tables, the main dimensions of the test specimen are presented, i.e. the width and thickness of the centre and grip section ( w , t , W and T , respectively) and the ratio of grip area to centre section area, A grip A neck . Then, the main test parameters are presented, i.e. frequency f , nominal stress range ∆ σ , and number of cycles N . The last column is dedicated to the indication of failure: δ = 1 means that the specimen has reached the end of its life, i.e. complete separation occurred; On the other hand, δ = 0 means that the specimen has not broken at 2 · 10 6 cycles and is considered as a right censored data. On the basis of these results, S-N curves have been determined following the Basquin equation: log 10 ( N ) = m · log 10 ( ∆ σ ) + a (2) where log 10 ( ∆ σ ) is the independent variable, log 10 ( N ) is the dependent variable, m is the negative inverse slope of the S-N curve, and a is the intercept parameter of the curve. The least square method has been used to estimate the parameters of the curve, i.e. ˆ a and ˆ m . The specimens that did not fail are disregarded. Therefore, the estimators of