Issue 33

G. Meneghetti et alii, Frattura ed Integrità Strutturale, 33 (2015) 33-41; DOI: 10.3221/IGF-ESIS.33.05

Figure 5 : Ratio between the SED based on the elastic peak stresses (W PSM ) for a crack (2α = 0°) under mixed mode (I+II) loading: (a) ϕ = 0° (MM = 0), (b) ϕ = 30° (MM = 0.37) and (c) ϕ = 60° (MM = 0.63). ) and the SED derived from the FE analyses (W FE

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