PSI - Issue 10

A. Kyriazopoulos et al. / Procedia Structural Integrity 10 (2018) 97–103 A. Kyriazopoulos et al. / Structural Integrity Procedia 00 (2018) 000 – 000

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Fig. 4. (Left Column) The temporal variation of the applied mechanical load and the corresponding behavior of the PSC emission for each one of the 5 loadings. (Right Column) The calculated discrete values of the ξ function for each of the 5 loadings and the corresponding fitting curves.

Fig. 5. The q -exponent variation with respect the loading sequence number.