Issue 69

S.V. Slovikov et alii, Frattura ed Integrità Strutturale, 69 (2024) 60-70; DOI: 10.3221/IGF-ESIS.69.05

Figure 9: Diagrams of the dependence of peak amplitudes of AE signals on time, combined with a graph of loading samples without defect (a), dry-spot, a circle (b), a square (c) and wrinkles (d).

Figure 10: Examples of diagrams of the dependence of peak frequencies of AE signals (F max ) on time, combined with a graph of loading samples without defect (a), dry-spot, a circle (b), a square (c) and wrinkles (d).

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