Issue 42

G. Testa et alii, Frattura ed Integrità Strutturale, 42 (2017) 315-327; DOI: 10.3221/IGF-ESIS.42.33

Figure 3 : Failure locus for X65 BM showing the stress triaxiality vs plastic strain load path at the critical location in different notched bar samples.

Figure 4 : Failure locus for X65 WM.

Figure 5 : Comparison of calculated specimen response with experimental data for SENB sample. Multiple partial unloadings for R curve determination are shown.

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