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    .DRAFT

    Steel plates for ships and other welded structures havinghigh toughness of HAZ and base metal:fundamental studies and developments

    Shuji Aihara1

    1Nippon Steel Corporation, Japan

    ABSTRACT

    The present paper reviews fundamental studies on fracture, toughness and recent development of steel plates for ships

    and other welded steel structures having high toughness of weld HAZ and plate at Nippon Steel Corporation. For

    developing high toughness steel, identification of brittle microphase and its control and elimination by such

    metallurgical measures as oxide metallurgy and microalloy control are necessary. Based on these fundamental studies,

    steel plates for ships, offshore structures and buildings were developed. On the other hand, crack arrestability of base

    plate is necessary for ensuring structural integrity against brittle fracture. For this purpose, high arrest toughness steelplates were developed through effective grain size control and ultra grain-refinement of surface layer by advanced

    TMCP. It is also noted that further development of standards is necessary for establishing higher degree of structural

    integrity.

    Toughness, Heat-affected zone, Local brittle zone, Crack arrest, Oxide-meatallurgy

    1 INTRODUCTION

    Twenty first century started with a rapid growth of Asian economy, which should necessarily accompanies energy,

    environment and other problems: energy will be explored and produced at severer areas, mass transportation of oil,LNG and other freights between the countries will be necessary. Because the welded steel structures used for these

    purposes become larger, impact of possible failures of these structures to human lives and environment is much larger

    than ever before: requirements for the structural integrity should certainly become stricter. The steel industries should

    actively contribute to solving these problems.

    Prevention of catastrophic failures of welded structures is of primary importance. Structural safety against fracture

    should be maintained according to the double integrity concept, which is prevention both of brittle fracture initiation

    and propagation. Maintaining sufficient toughness both at welds and base plates, together with optimal design,

    fabrication and inspection, is essentially important. The present paper reviews fundamental studies on toughness

    improvement by microstructural control, and development of steel plates having high toughness based on the studies at

    Nippon Steel Corporation. Necessity for further development of standards of structural integrity is also commented.

    2 CONTROL OF HAZ TOUGHNESS

    ESW

    EGW

    SAW

    (single

    -pass)

    GMAW

    SMAW

    0 10 20 30 40 50 60

    8060

    40

    20

    108

    6

    4

    2

    1

    Thickness (mm)

    HeatInput(kJ/mm)

    100

    SAW(multi-

    pass)

    ESW

    EGW

    SAW

    (single

    -pass)

    GMAW

    SMAW

    0 10 20 30 40 50 60

    8060

    40

    20

    108

    6

    4

    2

    1

    Thickness (mm)

    HeatInput(kJ/mm)

    100

    SAW(multi-

    pass)

    Fig.1 Dependence of welding heat-input on

    thickness.

    2.1 Controlling factors of HAZ toughness

    Figure 1 shows dependence of welding heat-input on plate

    thickness. With increasing thickness due to increased size

    scale of structures, high heat-input welding is more often

    adopted. Maintaining sufficient toughness of welded joints is

    becoming more difficult under these circumstances. Figure 2

    shows factors controlling cleavage fracture initiation toughness

    and associated microstructural factors. Elimination orminimization of brittle micropahses which can act as cleavage

    crack initiator is essentially important. At the same time,

    refinement of effective grain size should be accomplished.

    Effective grain size is a size equivalent to ferrite grain size,which has an effect in resisting cleavage crack. Piled-up

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    Matrix ToughnessMatrix Toughness

    Effective Grain-SizeEffective Grain-Size

    HardnessHardness

    MA ConstituentMA Constituent

    Coarse CementiteCoarse Cementite

    Large InclusionsLarge Inclusions

    Austenite Grain-SizeAustenite Grain-Size

    Intra-Granular Ferrite /Aligned Ferrite Plate

    Intra-Granular Ferrite /Aligned Ferrite Plate

    Dislocation Cross-SlipDislocation Cross-Slip

    Precipitation Hardening,Aging

    Precipitation Hardening,Aging

    FACTORS CPNTROLLING

    INITIATION TOUGHNESS

    MICROSTRUCTURAL

    FACTORS

    HardenabilityHardenability

    Grain Boundary FerriteGrain Boundary Ferrite

    Brittle MicrophaseBrittle Microphase

    Matrix ToughnessMatrix Toughness

    Effective Grain-SizeEffective Grain-Size

    HardnessHardness

    MA ConstituentMA Constituent

    Coarse CementiteCoarse Cementite

    Large InclusionsLarge Inclusions

    Austenite Grain-SizeAustenite Grain-Size

    Intra-Granular Ferrite /Aligned Ferrite Plate

    Intra-Granular Ferrite /Aligned Ferrite Plate

    Dislocation Cross-SlipDislocation Cross-Slip

    Precipitation Hardening,Aging

    Precipitation Hardening,Aging

    FACTORS CPNTROLLING

    INITIATION TOUGHNESS

    MICROSTRUCTURAL

    FACTORS

    HardenabilityHardenability

    Grain Boundary FerriteGrain Boundary Ferrite

    Brittle MicrophaseBrittle Microphase

    Fig.2 Microstructural factors controlling HAZ toughness.

    0

    0.8

    1.6

    2.4

    3.2

    0 0.08 0.16 0.24 0.32%Si

    FractionofMA(%)

    Double

    Triple(Tp3=350)

    Triple(Tp3=450)

    Triple(Tp3=550)

    Fig.3 Influence of Si content on formation and

    decomposition of MA (simulated HAZ).

    dislocations at cementite or other hard phase on grain

    boundary collapse into a microcrack to open up the crack andincrease driving force for crack propagation into ferrite matrix.

    Because number of dislocations increases with ferrite grain

    size, large grain microstructure promotes cleavage crack

    initiation [1]. Same mechanism may be applied to other

    complex microstructures than ferrite.

    2.2 Elimination of brittle microphase

    The MA is one of the most harmful micropahses in initiating

    cleavage crack due to its low toughness and largeness.Although the mechanism of crack initiation from MA is not

    fully understood, decohesion at MA-ferrite matrix or

    microcracking of MA are possible explanations [2]. Internalstress associated with MA transformation may be another

    reason to the proneness of crack initiation. Low toughness of

    upper bainite or ferrite side-plate is partly attributed to the formation of MA: large MA easily forms at upper bainite lathor ferrite plate boundaries. In the case of multi-pass welding, MA is formed at a localized region which received

    intercritical reheating by subsequent welding pass [2]. Many studies have been made for eliminating or reducing the

    MA: e.g. reduction of Si is effective for reducing MA and its decomposition into cementite and ferrite, Fig.3 [3].

    -100

    -60

    -20

    20

    0 20 40 60 8

    Fraction IGF (%)

    CTODTransitionTemp.()

    0

    Fig.4 Effect of IGF on cleavage initiation toughness(simulated HAZ, Tp=1400, t8/5=130s).

    2.2 Control of effective grain size by intragranular ferrite nucleation (IGF)

    Reducing the effective grain size can be made by a number of

    ways. One is the formation of intragranular ferrite (IGF).

    Evidently, reducing the effective grain size by increasing

    volume fraction of IGF increases initiation toughness, Fig.4[3,4]. Some kinds of particles for IGF nucleation have been

    proposed [5]. Although, exact mechanism of ferrite nucleation

    from the particles has not been fully understood [6], it is

    suggested that Mn depletion near particle-ferrite matrix

    interface plays an important role [7]. Figure 5 shows Mn

    depletion formed around a TiN-MnS complex particle of low

    alloy steel subjected to simulated thermal cycles [8]. While Mn

    is depleted in a sample held at 1373K after heated up to 1713K,

    the sample held at 1523K showed no depleted zone. Depth of

    the Mn depletion of these samples is correlated with volume

    fraction of IGF.Fig.5 Mn depleted zones formed near TiN-MnS

    particle, simulated HAZ.Ti-oxide, as a part of oxide-metallurgy, is also a strong IGF

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    nucleation agency. Its mechanism is complex and needs

    extensive studies. Figure 6 indicates that larger fraction of IGF is

    formed from Ti-oxide which contains higher amount of Mn,irrespective of S content of steels. On the other hand, Mn content

    in oxide depends on the precipitation of TiN on the oxide. Mn

    depleted zone and hence IGF is formed from Ti-oxide without ahelp of MnS precipitation but needs TiN precipitation. From

    these facts, it can be presumed that Ti ions are expelled from

    Ti-oxide (Ti2O3) to form TiN on the oxide surface and cation

    vacancies increases in the oxide, and consequently Mn is

    absorbed from the matrix into the oxide to occupy the cation

    vacancies [9].

    Fig. 6 Influence of Mn content in oxide on

    IGF formation.

    Although IGF is very effective for improving toughness through

    refinement of effective grain size, its transformation is

    competitive with the transformation of ferrite side-plate grown

    from grain boundary allotriomorphic ferrite. The ferrite side-plate

    and grain boundary ferrite constitute a quite large effective

    grain unit, which often becomes a cleavage crack initiationsite. Therefore, elimination of these microstructures is

    important. Boron nitride precipitated on austenite grain

    boundary change grain boundary ferrite from

    allotriomorphic to idiomorphic thereby suppressing ferrite

    side-plate. It also promotes IGF transformation [10,11].

    Fig.7 Oxide and sulfide for pinning grain growth in

    HAZ.

    2.3 Control of effective grain size by austenite grain

    refinement

    Control of austenite grain growth is effective for reducing effective

    grain size of HAZ. It is especially useful in very high heat-input

    welding. Precipitates in steel effectively suppress grain boundary

    migration. The pinning effect can be achieved by the precipitateswhich are finely dispersed and thermally stable. TiN has been widely

    used for this purpose [12]. However, it is dissolved if exposed for long

    period at high temperature like that of fusion boundary of very high

    heat-input weld HAZ. Although, oxide is very stable even at high

    temperature, it was difficult to finely disperse. To overcome these

    contradictory natures, a new kind of particles in steel was proposed

    (HTUFF) [13,14], Fig.7.

    As Fig.8 shows, these

    particles effectively

    suppress grain growth

    of austenite even if the

    sample is held for long

    period at 1400 .

    Refinement of prior

    austenite grain size is

    effective for reducing

    the size of grain

    boundary ferrite and

    ferrite side-plate, Fig.9.

    The steels with strong

    pinning particlesreduce the effective

    grain size, thereby

    increasing the

    toughness. It is also

    mentioned that

    Fig.8 Comparison of grain growth

    characteristics of simulated HAZ.

    grain size (m)

    LengthofGBForFSP

    vE0

    (J)

    10kJ/mm SAW simulation70kJ/mm SAW simulation

    grain size (m)

    LengthofGBForFSP

    vE0

    (J)

    10kJ/mm SAW simulation70kJ/mm SAW simulation

    Fig.9 Effect of austenite grain refinement

    on effective grain size and toughness ofsimulated large heat-input weld HAZ. Fig.10 IGF nucleation from Mg-containing oxide in HAZ.

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    Mg-containing oxide acts as IGF nucleation site, Fig.10 [15].

    2.4 Development of steel plates having high HAZ toughness

    Based on the above mentioned fundamental studies, kinds of steel plates having high HAZ toughness have been

    developed and widely used. Examples are:YP 390MPa steel plate for large heat-input welding for large container ships [16],

    YP350 to 420MPa offshore structural steel plates for ultra low temperature service (-50)

    having high HAZ CTOD property [17,18],

    YP500MPa offshore structural steel plate having high HAZ CTOD property [15],

    YP 350 to 440MPa steel plates for high heat-input box column welding [19].

    It should be mentioned that TMCP [20] is indispensable in these steels for promoting low hardness and reducing brittle

    microphase at HAZ. It is also mentioned that HTUFF is applied to line-pipe steels for achieving high toughness of seam

    weld HAZ [21].

    3 CONTROL OF CRACK ARRESTABILITY

    3.1 Controlling factors on crack arrest toughness

    While some metallurgical factors controlling toughness of cleavage crack initiation and arrest are the same, others are

    different. Grain size is the most influencing factor for crack arrest toughness, as well as initiation toughness. Ridges

    which are formed between cleavage facets shield stress concentration at the propagating crack-tip, thereby promoting

    crack arrest. Controlled rolling is an effective way to refine ferrite grains. However, texture may develop at the same

    time: randomization of crystallographic orientation is necessary, Fig.11 [22]. Crack arrest toughness can be related to

    the cleavage facet size or effective grain size, rather than optically determined grain size [22].

    Shear-lip, which is a shear fracture zone formed near

    plate surface during crack propagation, reduces crack

    driving force, thereby increasing crack arrest toughness.By applying advanced TMCP, ultra-fine grain layers near

    plate surfaces (SUF) can be formed. The HIAREST steelplate having SUF exhibits extremely high crack arrest

    toughness due to the formation of shear-lips, Fig.12 [23],

    and contributes to increased double integrity of e.g. ships.

    Grain refinement Randomization ofcrystallographic orientationGrain refinementRandomization of

    crystallographic orientation

    Fig.11 Cleavage crack paths in relation to grain size and

    crystallographic orientation, schematic.

    1000/T (K-1)

    Kca(N/mm1.5)

    1000/T (K-1)

    Kca(N/mm1.5)

    Fig.12 Effect of shear-lip by SUF on crack arrest

    toughness.

    Applied K (large-scale duplex test) (kgf/mm3/2)

    CrackArrestTo

    ughnessKca(kgf/mm3/2)

    Applied K (large-scale duplex test) (kgf/mm3/2)

    CrackArrestTo

    ughnessKca(kgf/mm3/2)

    Fig.13 Comparison of crack arrest tests between

    standard-size and large-scale tests (solid: arrest,

    open: propagate).

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    3.2 Integrity for crack arrest

    In 1970s and 1980s, series of experiments on fast crack propagation and arrest of welded steel plates for ships were

    conducted. It was concluded that a crack initiated at weld deviates away from the weld due to the effect of welding

    residual stress and propagates into base plate [24]. From comparison of standard-size crack arrest tests with large-scaleones, it was concluded that a long propagating crack can be arrested if the base plate has crack arrest toughness greater

    than 40006000N/mm3/2 [25], Fig.13. However, a recent study showed that a cleavage crack possibly propagates along

    large heat-input welded joint of very thick plate [26]. It has been pointed that extensive studies are needed for

    establishing standards ensuring safety against fracture of large container ships [27].

    4 FINAL REMARKS

    (1) Risk of fracture initiation can be minimized by use of steel plates having high HAZ toughness, which can beachieved by microstructural control, e.g. decrease in effective grain size by IGF and grain growth pinning and

    elimination of brittle microphase by microalloy control in conjunction with TMCP.

    (2) Crack arrest toughness is increased by reducing effective grain size of plates. Formation of shear-lips by e.g. ultrafine-grained surface layer is very effective. Advanced TMCP is utilized for this purpose.

    (3) Crack arrestability of steel plates should be necessary for ensuring structural double integrity. Further studies arenecessary for understanding dynamic crack propagation and arrest behavior and establishing optimal standards for

    structural safety.

    Prevention of catastrophic failures of welded structures is accomplished by an optimal combination of design, material,

    fabrication and inspection. Fitness-For-Service evaluation is also important. It is noted that revision of FFS standard for

    fatigue and brittle fracture [28] is under way at Japan Welding Engineering Society, which will definitely contribute to

    higher safety of welded structures.

    REFERENCES

    [1] Petch, N.J., Acta Metall. vol.34 (1986), No.7, pp.1387-1393.

    [2] Haze,T. et al, Tetsu to Hagane, vol.74 (1988), No.6, pp.1105-1112.

    [3] Aihara,S., proc. OMAE99, OMAE99/MAT-2100, ASME.[4] Yamamoto, K. et al, ASTM STP 1042 (1989), p.266-284[5] Mabuchi, H. et al,Materia,

    [6] Koseki, T. et al, Materials Science and Technology, vol.21 (2005),pp.867-879.

    [7] Yamamoto K. et al, Tetsu to Hagane, vol.79 (1993), No.10, pp.1169-1175.

    [8] Shigesato, G. et al, Tetsu to Hagane, vol. 87 (2001), No.2, pp.93-100.

    [9] Kojima, A. et al, CAMP-ISIJ vol.18(2005)-1599.

    [10] Ito, M. et al, CAMP-ISIJ, vol.17(2004)-1376.

    [11]Minagawa, M. et al, CAMP-ISIJ, vol.18(2005)-514.

    [12] Kanazawa, S. et al, Tetsu to Hagane, vol. 61 (1971), pp.2589.

    [13] Uemori, R. et al, CAMP-ISIJ, vol.14 (2001)-1174.

    [14] Kojima, A. et al, Nippon Steel Technical Report, No.90 (2004), p.2-6.

    [15] Kojima, A. et al, proc. OMAE01, OMAE01/MAT-3241, 2001, ASME.

    [16] Minagawa, M. et al, Nippon Steel Technical Report, No.90 (2004), p.7-10.

    [17] Aihara, S. et al, proc. OMAE99, OMAE99/MAT-2100, 1999, ASME.

    [18] Chijiiwa, R. et al, proc. OMAE99, OMAE99/MAT-2101, 1999, ASME.

    [19] Kojima, A. et al, Nippon Steel Technical Report, No.90 (2004), p.39-44.[20] Tanaka, Y. ASME Pressure Vessels and Piping Conference, PVP2005-71258, 2005.

    [21] Terada, Y. et al, proc. OMAE03, OMAE2003-37391, 2003, ASME.

    [22] Ishikawa, T. et al, Nippon Steel Technical Report, No. 348(1993), p.3-9.

    [23] Ishikawa, T. et al, Nippon Steel Technical Report, No. 75(1997), p.31-42.

    [24] Ship Research Committee Report, SR-147 (1978).

    [25] Ship Research Committee Report, SR-193 (1985).

    [26] Ishikawa, T. et al, poster session, Fall Meeting Soc. Naval Architects Japan, (2004).

    [27] Yamaguchi, K. et al, J. Japan Soc. Naval Architects and Ocean Eng., No.3 (2005), p.70-76.[28] WES-2805 (1997), Method of assessment for flaws in fusion welded joints with respect to brittle fracture and

    fatigue crack growth, Japan Welding Engineering Society.