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    TRIP-Aided Ferrous Alloys

    Int. Conf. on TRIP-Aided High Strength Ferrous Alloys 113

    Metallurgy of continuously annealed high strength TRIP steel sheetHiroshi Matsuda, Fusato Kitano, Kohei Hasegawa, Toshiaki Urabe and Yoshihiro Hosoya

    The effects of heat-treatment conditions on mechanical properties are comprehensively investigated to optimise the industrial process of

    the 590 MPa grade TRIP steel sheet with the metallurgical understanding. The substantial effect of the thermal conditions are first clari-fied by laboratory investigation, which includes the effects of annealing conditions, cooling conditions from intercritical temperature to

    austempering temperature and austempering conditions. The results indicate that the optimum annealing temperature is between 800 and

    850 C and the mechanical properties are hardly influenced by the annealing time between 30 and 120 s at an annealing temperature of

    825 C.It is also suggested that the optimum quenching rate is 45 C/s to obtain the stable properties of the products and the optimum

    austempering conditions are 425 C with over 300 s in case of a constant temperature austempering. Based on the laboratory investiga-

    tion, mill trial is performed using the NKK No.4-CAL in Fukuyama works.The heat treatment conditions are intentionally varied to examine

    minutely the stability of the production.The mechanical properties are sensitive to the austempering start temperature, when the austem-

    pering temperature is gradually decreased during austempering in the industrial conditions for the stable operation without meanders.Ex-

    cellent mechanical properties can be obtained by controlling the austempering start temperature between 445 and 460 C. On the con-

    trary, the properties deteriorate in case of the austempering start temperature over 470 C although the amount of retained austenite is

    the same or slightly larger than the material which exhibits excellent properties. This is because the retained austenite is less stable in the

    high-temperature austempered material caused by less bainite transformation.

    The weight reduction of automobile, maintaining suffi-

    cient safety by using the high strength steel sheet, is of

    great concern to the carmakers who have to fulfil envi-

    ronmental standards. In particular for the structural and

    chassis parts, there has been the demand for replacing the

    conventional 390 - 440 MPa grades steel sheets by the

    higher strength grades with sufficient formability. TRIP

    steel is one of the candidate materials for the 590 - 780

    MPa grades high strength steel sheet with superior form-

    ability.

    Numerous research works were conducted concerning

    the influence of the chemical composition and the heat-treatment conditions on the microstructure and the result-

    ing mechanical properties of TRIP steel for automotive use

    [15]. Furthermore, remarkable efforts were made to

    demonstrate the transformation behaviour of retained aus-

    tenite into martensite during deformation and its effect on

    the mechanical properties [69]. These efforts have been

    contributed to the development of TRIP steels with high

    performance. However, from the industrial point of view,

    not only the high performance but also the stability of me-

    chanical properties is of major importance. To obtain the

    stable production, detailed research for the influence of

    operating conditions on the mechanical properties is neces-

    sary with the metallurgical understanding of its mechanism.

    The purpose of this study is to optimise the industrial

    process for the 590 MPa grade TRIP steel sheet, which ex-

    hibits excellent ductility and good weldability, with the

    metallurgical understanding. The substantial effects of the

    thermal conditions on the mechanical properties were first

    clarified by laboratory investigation, and then the mill trial

    was performed using the industrial line. The effect of the

    thermal conditions in the industrial process on the charac-

    teristics of retained austenite was investigated to reveal its

    effect on the mechanical properties.

    Experimental procedure

    Materials. Chemical compositions of steels used in this

    study are listed in table 1. Steel A was used for the labo-

    ratory investigation. Steel B is the steel produced on trial

    by the industrial line.

    Steel A was smelted in a 50-t electric furnace and cast

    into a mould. After slabbing the ingot, they were soaked at

    1200 C and hot-rolled in 7 passes to 3.2 mm thickness

    with a finishing temperature of 870 C and a coiling tem-

    perature of 600 C. Materials for the laboratory study were

    cut from the hot-coil. After pickling, they were cold-rolledto 1.2 mm thickness by a laboratory mill, and then sub-

    jected to the heat treatment using a laboratory annealing

    simulator.

    Steel B was smelted and then slabs were produced using

    a continuous caster. Hot-rolling conditions were the same

    as those of steel A. The hot-coils were pickled and cold-

    rolled to 1.4 mm thickness by the industrial line. These

    were then heat-treated by the NKK-No.4 CAL (continuous

    annealing line) in Fukuyama Works, which has the roll-

    quenching process for quenching from intercritical tem-

    perature to austempering temperature and the over-aging

    furnace for austempering.

    Annealing conditions. The heat-treatment conditions

    applied to steel A are shown in figure 1. The effects of an-

    nealing temperature TA, annealing time tA, cooling rate of

    gas-jet VG, quenching temperature TQ, cooling rate of

    quenching VQ, austempering temperature TH and austem-

    pering time tH were investigated to extract the substantial

    Hiroshi Matsuda; Fusato Kitano; Kohei Hasegawa; Toshiaki Urabe; Dr.

    Yoshihiro Hosoya, Materials and Processing Research Center, NKK

    Corporation, Fukuyama, Japan.

    Table 1. Chemical compositions of steels used in this study (mass

    contents in %)

    Steel C Si Mn P S Sol.Al N

    A 0.097 1.08 1.66 0.009 0.001 0.040 0.0040

    B 0.098 1.10 1.64 0.007 0.002 0.042 0.0035

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    factors to produce the TRIP steel sheet by the CAL. No

    temper-rolling was applied in the laboratory study.

    Based on the laboratory study, 590 MPa grade TRIP

    steel sheets were produced on trial by the CAL. The cold-

    rolled coils were heat-treated with the conditions shown in

    figure 2, followed by 0.5 % temper-rolling.

    Testing and analysing. Mechanical properties were de-

    termined by tensile tests with the JIS-13B specimen (GL:

    50 mm, GW: 12.5 mm) on the laboratory study and the

    JIS-5 specimen (GL: 50 mm, GW: 25.0 mm) for the mill-

    trial materials. Yield strength was defined as a lower yield

    point or as the strength at 0.2 % offset strain in case of the

    absence of a yield point. The work-hardening behaviour

    was described using the change in the instantaneous work-

    hardening exponent ninst defined as the following equation

    evaluated from the true stress-strain curve.

    instd ln

    nd ln

    = (1)

    where is the true stress and is the true strain.

    Microstructures were investigated by scanning electron

    microscopy. Samples were first annealed for 7200 s at 200

    C and then etched with 2 % nital to distinguish retained

    austenite from martensite [10]. By this technique, marten-

    site appears as finely etched grains, whereas austenite ap-

    pears perfectly smooth without any other microstructural

    change. The volume fraction of ferrite, bainite, martensite

    and retained austenite were quantitatively determined by

    the observation coupled with image analysis.

    The amount of retained austenite was also quantitatively

    measured by X-ray diffraction (XRD) from the integrated

    intensities of diffraction peaks (200), (220), (311),

    (200) and (211) with CoK radiation using a rotating

    and tilting specimen stage. The carbon content of retained

    austenite was estimated from the lattice parametera0 (nm)

    measured from (200), (220) and (311) peak with mono-

    chromated CuK using the following equation:

    [ ]0 0 3580 0 0033 C. .= + (2)

    where [C] is the carbon mass content in % of retained

    austenite. The equation is derived from the empirical rela-

    tionship proposed by Dyson et al. [11] in order to take into

    account the effect of other elements.

    Results and discussion

    Laboratory investigation of the effect of heat treat-

    ment on mechanical properties. Effect of annealing con-

    ditions. Figure 3 shows the effect of annealing tempera-

    ture TA on the strength and ductility; the other conditions

    were fixed as tA: 60 s, VG: 10 C/s, TQ: 700 C, VR: 45

    C/s, TH: 400 C and tH: 180 s. Tensile strength slightly

    decreases with elevating the TA up to 850 C and increases

    with the higher TA. On the contrary, yield strength in-

    Figure 1. Parameters of heat treatment on the laboratory investi-

    gation

    Figure 2. Continuous annealing cycle conducted in NKK No. 4

    CAL

    Figure 3. Effect of annealing temperature on the mechanical

    properties

    Figure 4. Effect of annealing temperature on the change in the

    work-hardening exponent

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    creases with elevating the TA from 775 to 800 C, and de-

    crease with the TA over 850 C.High uniform elongation

    is obtained between 800 and 850 C of TA. Effect of the

    TA on the change in the instantaneous work-hardening ex-

    ponent ninst is shown in figure 4. The ninst are maintained

    stably up to the high strain level by annealing between 800

    and 850 C, whereas it increases steeply at the beginning

    of straining and then decrease continuously in the other

    temperature ranges.The result indicates that the optimum

    annealing temperature is between 800 and 850 C.

    Figure 5 shows the effect of annealing time tA on the

    mechanical properties; the other conditions were fixed as

    TA: 825 C, VG: 10 C/s, TQ: 700 C, VR: 45 C/s, TH: 400

    C and tH: 180 s. Significant difference in the mechanical

    properties is hardly observed under the annealing time

    between 30 and 120 s.

    Effect of cooling conditions. In this temperature range,

    ferrite grows and carbon is enriched into residual austenite,

    whereas there is the possibility of pearlite precipitation

    with slow cooling rate.

    Figure 6 shows the effect of quenching temperature TQ

    on the mechanical properties; the other conditions were

    TA: 825 C, tA: 60 s, VG: 10 C/s, VR: 45 C/s, TH: 400 C

    and tH: 180 s. Dependency of the mechanical properties on

    the TQ is very small. The gas-jet cooling rate VG is also

    unaffected on the mechanical properties between 5 and 10

    C/s, although the figure is not illustrated here.

    Figure 7 shows the effect of cooling rate of quenching

    VQ on the mechanical properties. The effect of the VQ on

    the change in the instantaneous work-hardening exponent

    ninst is shown in figure 8. The ninst are maintained stably

    under the wide range of strain in the samples quenchedbetween 30 and 60 C/s.

    These results suggest that the pearlite formation is suffi-

    ciently retarded in this range of cooling conditions for the

    steel used. It is also indicated that the optimum VQ is 45

    C/s to obtain the stable properties of the products, which

    is convenient for applying the roll-quenching process.

    Figure 5. Effect of annealing time on the mechanical properties Figure 6. Effect of quenching temperature on the mechanical

    properties

    Figure 7. Effect of cooling rate during quenching on the mechani-

    cal properties

    Figure 8. Effect of cooling rate during quenching on the change in

    the work-hardening exponent

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    Effect of austempering conditions. Figure 9 shows the

    effect of austempering temperature TH on the mechanical

    properties; the other conditions were TA: 825 C, tA: 60 s,

    VG: 10 C/s, TQ: 700 C, VR: 45 C/s and tH: 180 s.Tensile

    strength increases together with decrease of yield strength

    and uniform elongation by quenching down to 350 C,

    which would be caused by the transformation of austenite

    into martensite. Excellent properties are obtained at 425 C

    ofTH, but the increase ofTH over 425 C deteriorates duc-

    tility. The effect of TH on the change in the work-

    hardening exponent ninst is shown in figure 10.Stable ninst

    is maintained up to the high strain region for the TH be-

    tween 400 and 425 C. On the contrary, the samples cool-

    ing down to 350 C and over 425 C show a peak at low

    strain and then decreased continuously.

    Figure 11 shows the effect of tH on the mechanical

    properties; the other conditions were TA: 825 C, tA: 60 s,

    VG: 10 C/s, TQ: 700 C, VR: 45 C/s and TH: 400 C.Ten-

    sile strength decreases but yield strength and uniform

    elongation increase with prolonging the tH.The effect oftH

    on the change in the instantaneous work-hardening expo-

    nent ninst is shown in figure 12. The sample which briefly

    soaked for 30 s shows a sharp peak at the beginning and

    then decreases continuously during straining. With pro-

    longing tH, the sharp peaks ofninst in the small strain re-

    gion are gradually flattened and the level of ninst in the

    large strain region conversely increases. These results indi-

    cate that the optimum austempering conditions are the TH

    of 425 C with the tH over 300 s.

    Trial production of the continuously annealed 590

    MPa grade TRIP steel sheet. Based on the laboratory in-vestigation, 590 MPa grade TRIP steel sheets were pro-

    duced on trial by the NKK No.4-CAL in Fukuyama works.

    The austempering temperature is gradually decreased in

    the industrial conditions because of the stable operation

    without meanders. The heat treatment conditions were in-

    tentionally varied to examine minutely the stability of the

    production.

    Figure 9. Effect of austempering temperature on the mechanical

    properties

    Figure 10. Effect of austempering temperature on the change in

    the work-hardening exponent

    Figure 11. Effect of austempering time on the mechanical proper-

    ties

    Figure 12. Effect of austempering time on the change in the work-

    hardening exponent

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    Figure 13 shows the relationship between austempering

    start temperature TH1 and the mechanical properties. De-

    spite the other conditions variation, the mechanical prop-

    erties are strongly correlated with the TH1. The tensile

    strength increases and total elongation decreases with

    higherTH1. As a result, the product of tensile strength and

    total elongation decreases with higher TH1. This is com-

    patible with the laboratory result for the effect of the TH

    from 425 to 475 C shown in figure 9, although the

    austempering temperature is gradually decreased during

    austempering in the industrial line. The stable production

    can be obtained by paying much attention to control the

    TH1 between 445 and 460 C in the industrial line.

    From the following section, the effect of the TH1 on the

    mechanical properties is revealed by investigating the two

    specimens B1 and B2 indicated in figure 13.

    Relationship between the stability of austenite and

    mechanical properties. Tables 2 and 3 show the heat-

    treatment conditions and the mechanical properties of the

    samples B1 and B2

    respectively. Fig-

    ure 14 shows the

    true stress-strain

    curves and the

    change in the in-

    stantaneous work-

    hardening expo-

    nent ninst during

    straining. The ninst increases gradually to a maximum for

    the sample B1, whereas it increased steeply to a maximum

    at low strain and then gradually reduced for the sample B2

    during straining. It is conceivable that the sharp increase in

    the ninst at low strain for the sample B2 is due to the fast

    transformation of retained austenite into martensite, as re-

    ported by Evans et al. [12].

    Figure 13. Effect of austempering start temperature on mechani-

    cal properties

    Table 2. Industrial heat-treatment conditions of samples B1 and

    B2

    Steel line speed

    m/s

    TA

    C

    TQ

    C

    TH1

    C

    TH2

    C

    TH3

    C

    B1 2.0 812 651 456 389 351

    B2 2.0 803 661 488 396 358

    Table 3. Mechanical properties of sam-

    ples B1 and B2

    Steel YS TS

    MPa

    total uniform

    elongation, %

    B1 440 632 38.8 23.1

    B2 421 690 34.2 21.2

    Table 4. Volume fractions of the phases constituting the micro-

    structures of samples B1 and B2 (volume fraction in %)

    Steel image analysis XRD

    ferrite bainite martensite retained austenite

    B1 77.4 12.4 0.7 9.5 8.7

    B2 76.6 4.1 9.6 9.7 10.9

    Figure 14. Effect of austempering start temperature on mechani-

    cal properties

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    Figure 15 shows microstructures of these samples, and

    table 4 presents the volume fractions of the phases consti-

    tuting the microstructures.Pearlite and cementite were not

    observed. The amount of the phases which formed during

    or after austempering is significantly different, although

    that of ferrite is almost identical between two samples. The

    amount of bainite is larger but that of martensite is smaller

    for the sample B1 than for the sample B2.The amount of

    retained austenite is almost the same between these two

    from the image analysis or slightly larger for the sample

    B2 than for the sample B1 from the XRD result.This result

    indicates that the sample B2 exhibits low ductility com-

    pared to the sample B1 despite containing the same or a

    large amount of retained austenite, and therefore the dete-

    rioration of ductility for the sample B2 is not explained by

    only the amount of retained austenite.

    Table 5 shows the carbon content of the retained aus-

    tenite estimated by equation (2). Figure 16 shows T0, T0

    and Ae3 curves with the relationship between the carbon

    content of the retained austenite and the austemperingtemperature range of the samples in the industrial line. The

    T0 curve is the temperature at which austenite and ferrite

    of same composition have identical Gibbs free energy, and

    the T0 curve is the same as the T0 but the strain energy of

    bainite formation (400 J/mol) is taken into account [13].

    TheAe3 curve is the ( + )/ paraequilibrium temperature,

    which means no partitioning of substitutional alloying

    elements. Each curve is calculated using the Materials Al-

    gorithms Project

    (MAP) Programs

    and Data Library,

    http://www.msm.c

    am.ac.uk/map/, Department of Materials Science and Met-

    allurgy, University of Cambridge [14].

    The carbon content of retained austenite in the sample

    B2 is less than that in the sample B1. The relationship be-

    tween carbon content in retained austenite and the austem-

    pering temperature range corresponds well with the T0

    curve, far from theAe3 curves, for both of them.This result

    consists with the previous studies by Jacques et al. [15]

    and Girault et al. [16], and suggests that the bainitic ferrite

    growth is a diffusionless transformation such as martensite,

    but the supersaturated carbon in the bainitic ferrite is parti-

    tioned into residual austenite soon afterwards. The result

    also indicates that austempering at low temperature but

    above the martensite transformation start temperature leads

    to a large amount of bainite if the austempering time is suf-

    ficient to transform.

    Table 6 shows the calculated martensite transformation

    start temperatureMS and the calculated volume fraction of

    martensite and retained austenite with the experimental re-

    sults.TheMS was calculated using the MAP Programs and

    Data Library [17; 18]. The volume fraction of martensite

    and retained austenite was calculated using the empirical

    equation proposed by Koistinen et al. [19] as:

    ( ){ }

    ( ){ }( )

    res

    res

    0 011

    1 0 011

    s a

    M s a

    V exp . M T V

    V exp . M T V

    =

    =

    (3)

    where Ta is the ambient temperature, VM and Vg is the vol-

    ume fraction of martensite and retained austenite in % at

    the ambient temperature respectively. Vres is the volume

    fraction of residual austenite in % before cooling. The cal-

    culated volume fractions are congruous to the experimen-

    tal fractions. This suggests that less carbon content in the

    sample B2 leads to high MS and results in a large amount

    of martensite compared to the sample B1. The deficient

    carbon content also deteriorates the stability of the retained

    austenite for the sample B2. According to Sachdev [6], de-

    creasing the stability of the retained austenite give rise to

    the shift in the austenite to martensite strain transformationto lower strain and led to the deterioration of ductility. Al-

    though the decreasing test-temperature caused the instabil-

    ity of the retained austenite in his research, the same effect

    Figure 15. SEM micrographs illustrating the microstructures of samples B1 and B2 after

    200 C 7200 s tempering (: ferrite, B: bainite, : martensite and R: retained austenite)

    Table 5. Carbon mass contents in % of

    retained austenite of the samples

    Steel carbon mass content in %

    (200) (220) (311) average

    B1 0.95 0.98 0.94 0.96

    B2 0.76 0.79 0.75 0.77

    Table 6. Martensite start temperature MSin C and volume fraction of martensite VMand retained austenite V in %

    Steel MS calculated image analysis

    VM V VM V

    B1 -58 0 10.2 0.7 9.5

    B2 95 10.4 8.9 9.6 9.7

    Figure 16.T0, T0 and Ae3 curves with the relationship between the

    carbon content of retained austenite and austempering tempera-

    ture of the samples

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    occurs in the sample B2 by the deficient carbon content.

    Therefore, the sample B2 would exhibit high tensile

    strength but low ductility compared to the sample B1 be-

    cause of the large amount of martensite and the unstable

    austenite, although the amount of retained austenite is the

    same or slightly larger for the sample B2 than for the sam-

    ple B1.

    From these results, the effect of austempering conditions

    on the microstructure and resulting mechanical properties

    can be explained as follows. When cooling to the bainite

    transformation temperature range, a certain amount of

    austenite, 22-24 % in case of the sample B1 and B2, re-

    mains metastable. During austempering, the austenite

    transforms partially into bainite, and the carbon is enriched

    into the residual austenite. The amount of bainite transfor-

    mation depends on the austempering temperature, and the

    higher austempering start temperature of the sample B2

    leads to a less amount of bainite transformation compared

    to the sample B1. This results in the larger amount but less

    carbon content of the residual austenite in the sample B2 atthe end of austempering. When cooling to ambient tem-

    perature, the residual austenite transforms partially into

    martensite. Less carbon content of the residual austenite in

    the sample B2 lead to the higherMS, and result in a larger

    amount of martensite transformation. The austenite is fi-

    nally retained almost the same or slightly larger in the

    sample B2 than in the sample B1. However, the retained

    austenite in the sample B2 is less stable than that in the

    sample B1 because of its less carbon content, and therefore

    it transforms into martensite with low strain during strain-

    ing. Consequently, the sample B2 exhibits low ductility

    compared to the sample B1.

    Conclusions

    Detailed investigation for the effects of heat-treatment

    conditions on the mechanical properties is conducted to

    optimise the industrial process of the 590 MPa grade TRIP

    steel sheet with the metallurgical understanding. The me-

    chanical properties are sensitive to the austempering start

    temperature in the industrial process. Excellent mechanical

    properties can be obtained by controlling the austempering

    temperature between 445 and 460 C. On the contrary, the

    properties deteriorates in case of a austempering start tem-

    perature over 470 C although the amount of retained aus-

    tenite is the same or slightly larger than the material which

    exhibits excellent properties. This is because the retained

    austenite is less stable in the high-temperature austempered

    material caused by less bainite transformation.

    References

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    [2] Sugimoto, K.; Usui, N.; Kobayashi, M.; Hashimoto, S.: ISIJ Intern.

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    [14]Bhadeshia, H. K. D. H.: Metal Sci. 16 (1982), p. 159/65.

    [15]Girault, E.; Jacques, P.; Ratchev, P.; Van Humbeeck, J.; Verlinden,

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    [16]Jacques, P.; Girault, E.; Catlin, T.; Geerlofs, N.; Kop, T.; van der

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    [17]Bhadeshia, H. K. D. H.: Metal Sci. 15 (1981), p. 175/77.

    [18]Bhadeshia, H. K. D. H.: Metal Sci. 15 (1981), p. 178/80.

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