Issue 30

A. Risitano et alii, Frattura ed Integrità Strutturale, 30 (2014) 201-210; DOI: 10.3221/IGF-ESIS.30.26

Figure 2 : Qualitative failure number cycles for different ratio load but equal  max (  max   0 ).

Figure 3 : Shape and the dimensions of the specimens.

Figure 4 : Photos of the three types of specimens (smooth, notched).

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