Issue 13

A. Finelli et alii, Frattura ed Integrità Strutturale, 13 (2010) 24-30; DOI: 10.3221/IGF-ESIS.13.03 29 Specimen Steel Standard (S) Short gage (B) Compression (C) L L T L T R A1 477 491 508 σ s(0.2%) [MPa] 765 770 770 σ m [MPa] 49 27 25 A [%] A1L 1045 970 900 850 1100 1050 σ s(0.2%) [MPa] 1110 1060 1110 σ m [MPa] 19 16 14 A [%] 5 340 310 335 σ s(0.2%) [MPa] 684 670 695 σ m [MPa] 59 36 34 A [%] 4L 850 830 750 720 930 860 σ s(0.2%) [MPa] 928 915 920 σ m [MPa] 20 16 16 A [%] Table 6 : Tests results. R ESULTS ANALYSIS n the basis of microstructure analysis and of mechanical tests, the following remarks could be summarized: ‐ In the longitudinal section of material 5 (see Fig. 4a) , typical rolling texture is shown; it implies that the steel annealing was not complete. As a consequence, a slight difference between the results of specimens "5BL" and "5BT" (Tab. 4) can be noticed; anyway, differences are not so evident to affect test results. ‐ Considering both the sampling direction and the specimen geometry, tensile resistance of the heat-treated steels is therefore practically identical as regards. As a consequence, it is possible to suppose that such behaviour is also valid for the radial direction. The only difference is noticed in the measure of elongation between specimens "S" and "B" (Tab. 6) . This difference, which is about 100%, comes from the fact that the gage length of the two specimens is really different, hence the data cannot be compared. This measure is anyway appropriate between specimens with "B" geometry. ‐ The results of the tensile tests carried out on the cold worked materials indicate an increase by about 100% in the yield strength lengthwise and about 80% crosswise as regards the duplex stainless steel, as well as 150% lengthwise and 130% crosswise as regards the Super-austenitic steel. On the contrary, the ultimate tensile strength values increase of about 40% and 35%, respectively. Elongation values decrease of about 60 and 66% respectively, considering measurements performed with specimens "S" as a reference. ‐ Compression tests results are characterized by a similar increase. ‐ The properties obtained from the specimens sampled in the radial direction are almost equal to the mean value, whilst the values obtained from the specimens sampled lengthwise and crosswise are divergent. Such a difference, already detected in the tensile tests, is however marked by the fact that, in this case, the specimens sampled crosswise result in higher values. This fact can be explained by analyzing the cold worked steels microstructures (Figs. 3 a n d 5) . Rolling produces a stressed stretching of grains and makes the structure similar to that of a plastic material reinforced by oriented fibres which have a resistance higher than that of the base material. These fibres reinforce the material in the direction they are arranged, if the material is subject to traction, whilst they have no influence if the material is subject to compression. The behaviour of the material, stressed radially, according to these considerations, should be similar, as it is, to the behaviour of the material stressed crosswise. ‐ Tab. 7 c ontains the percentage changes of the yield strength of the cold-rolled steels, referred to the reference steels. It can be noticed that investigated steels show a non-homogeneity indicated by the different behaviour under tensile and O