PSI - Issue 64

Hernán Xargay et al. / Procedia Structural Integrity 64 (2024) 1790–1797 Hernán Xargay / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 3. Temporal evolution of the applied load and amplitude and cumulative energy of AE events corresponding to maximum temperature exposure of (a) 20 °C, (b) 100 °C, (c) 200 °C, (d) 300 °C, (e) 400 °C, (f) 500 °C and (g) 600 °C.