PSI - Issue 28

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R. Moreira et al. / Procedia Structural Integrity 28 (2020) 943–949 R.Moreira et al. / Structural Integrity Procedia 00 (2019) 000–000

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Fig. 4. Correlation between estimations and experiments for proportional loadings with strain amplitude ratio for the condition of 30° (a) and (b): strain level of 0.4%; (c) and (d): strain level of 0.6%; (e) and (f): strain level of 1%.