UNS S 32760_7

download UNS S 32760_7

of 1

Transcript of UNS S 32760_7

  • 7/25/2019 UNS S 32760_7

    1/1 2

    Celso Antonio Barbosa e Alexandre Sokolowsk

    REM: R. Esc. Minas, Ouro Preto, 66(2), 201-208, abr. jun. | 2013

    Steel Cr 2N GBP (%)

    Conventional 0.84 0.14

    Rebalanced 0.01

    SteelCPT Critical Pitting Temperature (C)

    Individual Values AverageConventional 53 55 60 56

    Rebalanced 73 85 - 76

    Table 6Critical pitting temperatures values

    determined using potentiostatic methodof the conventional and rebalanced steels.

    Table 7Amount of Cr

    2N precipitated at ferrite

    grain boundaries in the conventional andrebalanced steels.

    Figure 13

    Ferrite and Austenite PREN number

    for the Conventional and Rebalanced

    steel calculated by Thermo-Calc.

    Figure 12Effect of the amount of Cr

    2N inter-

    granular precipitation on the CriticalPitting Temperature-CPT determined bypotentiostatic method (average values).

    precipitation in the conventional steel,we evaluated the amount of precipitatesin both steels. Table 7 shows the Cr

    2N

    percentages found. The rebalanced steelshowed no evidence of Cr

    2N precipitation

    in ferrite grain boundaries both in LOMas well as in SEM.

    The relationship between Cr2N pre-

    cipitation in the ferrite grain boundaries

    and CPT can be seen in Figure 12. Thereduction of CPT temperature near to50C explains why the G-48 test devel-oped a high pitting level in the corrosionspecimens, as showed in Figure 4 and aninacceptable mass loss, Table 3.

    The PREN can be calculated us-ing the Thermo-Calc simulation thatgives us the chemical compositions ofthe equilibrium phases present in the

    steel at each temperature. The chemicalcomposition of austenite and ferrite werecalculated in three different temperaturesincluding the recommended solutionannealing temperature for this steelgrade of 1120C. Figure 13 shows thecalculation results for the temperaturesof 1050, 1120 and 1200C. The firstobservation is that the austenite PREN

    is lower than ferrite PREN and tendsto reach the ferrite number only at hightemperatures, near 1200C. Second, therebalanced steel shows a PREN numberboth in austenite as in ferrite higher thanthe conventional steel.

    As Thermo-Calc gives also thephase molar fraction, we have alsoestimated the PREN total of each steelcomposition, considering only the aus-

    tenite and ferrite phases. The calculatedtotal PREN value is higher than 40 a1120C for the rebalanced steel, Figur14, showing that the compositionachanges introduced led to a good combination of stronger corrosion resistanaustenite and ferrite in a proper balanceincreasing the corrosion resistance of threbalanced steel.

    In the Table 8 we can observe thimprovement in toughness as evaluated bythe absorbed impact energy. It is interesting to notice that the minimum requiredvalue was obtained even in the conventional steel that failed in corrosion, showingthat the improper austenite/ferrite balancand chromium nitride precipitation didnot deteriorate the toughness to a leveunder the specified values.

    45

    55

    65

    75

    85

    0,00 0,01 0,10 1,00 10,00

    IP (%)

    CPT

    (C)

    1040

    33

    34

    35

    36

    37

    38

    39

    40

    41

    42

    43

    44

    1060

    Temperature (C)

    P

    RE

    N

    1080 1100 1120 1140 1160 1180 1200 1220

    Rebalanced Ferrite

    Conventional Ferrite

    Conventional Austenite

    Rebalanced Austenite