Issue 13

A. Finelli et alii, Frattura ed Integrità Strutturale, 13 (2010) 24-30; DOI: 10.3221/IGF-ESIS.13.03 26 Fig. 3 and 4 s how super-austenitic stainless steel microstructure, considering longitudinal, transversal and radial sections, respectively before and after the cold rolling treatment (respectively named as “5” and “4L”). Figure 3a : “5” steel microstructure - Longitudinal section (x 200). Figure 3b : “5” steel microstructure - Transversal section (x 200). Figure 3c : “5” steel microstructure - Radial section (x 200). Figure 4a : “4L” steel microstructure - Longitudinal section (x 200). Figure 4b : “4L” steel microstructure - Transversal section (x 200). Figure 4c : “4L” steel microstructure – Radial section (x 200). E XPERIMENTAL PROCEDURE ue to pipes thickness, sampling according to standards requirements was impossible for the investigating directions T and R (longitudinal L, transversal T, radial R). It was only possible to manufacture L direction specimens according to the ASTM E8 standard (Fig. 5) and they were named as SL specimens, for all the four investigated steels. Figure 5 : Standard specimen (S) for tensile test. Considering L and T directions, 5 mm gage length tensile specimens (named as “B”, Fig. 6) were obtained for all the investigated materials. Depending on the sampling direction, these specimens were named as “BL” or “BT”. D