Issue 54

A. Kumar K. et alii, Frattura ed Integrità Strutturale, 54 (2020) 36-55; DOI: 10.3221/IGF-ESIS.54.03

(a)

(b)

(a) Damage index for all damage cases ( c/h = 0.2 to 0.9) (b) Intensity factor value for all damage cases (c/h = 0.2 to 0.9). Figure 8: Damage quantification for single location damage

(a)

(b)

(a) First displacement mode shape (b) Three dimensional wavelet plot in Scale value-translation plane

(c)

(c) Hoelder exponent plot along the beam length. Figure 9: Damage detection in case of double location damage for c/h = 0.7

46