Issue 35
R. Sepe et alii, Frattura ed Integrità Strutturale, 35 (2015) 534-550; DOI: 10.3221/IGF-ESIS.35.59 548 Figure 21 : ρ values after 10 7 cycles: front (left) and rear (right) sides. In Fig. 22 are highlighted the failure zone at 177,000 cycles. It is interesting to observe how the numerical analyses are able to predict the failure zone. Figure 22 : Final failure at 177000 cycles and numerical results comparison.
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