corrosion behavior of welded stainless steel

20
WELDING RESEARCH SUPPLEMENT TO THE WELDING JOURNAL, MAY 1996 Sponsored by the American Welding Society and the Welding Research Council Corrosion Behavior of Welded Stainless Steel Corrosion resistance of stainless steel weld metal depends on an understanding of the nature of the protective passive film that gives the steel its "stainless" characteristic BY T. G. GOOCH ABSTRACT. The corrosion resistance of stainless steels depends on a protective, passive film being fornled at the steel sur- face on exposure to the service environ- ment. The use of fusion welding for fab- rication leads to local compositional variations within the material, which may significantly alter the stability of the passive layer and hence the corrosion be- havior. The paper reviews published work and practical experience on such effects of a weld thermal cycle. Compositional heterogeneity and lo- cally reduced passive film stability can stem from three main causes. Attention is given first to the consequences of alloy element segregation during weld metal solidification and to the formation of a fu- sion boundary unmixed zone. Element partitioning as a result of solid-state phase change is then considered, with particular reference to duplex ferritic/austenitic materials. Finally, the effects are described of precipitation, both of carbide (or carbonitride) particles and of intermetallic phases, with resul- tant development of alloy depleted re- gions. Throughout, recognition is made of the different grades of stainless steel employed by industry in terms of overall composition and microstructure. 1 G. GOOCH is with T~/Vh Abin~4ton Hall, Abington, Cambrid,~e, U.K. Paper presented as the Comfort A. Adams Lecture at the AVVS 76th Annual Meetin,G April 3-7, 1995, Cleve- land, Ohio. Study remains necessary to ensure that corrosion resistance of welded joints is adequate for service in a range of media. However, controlling factors have in large part been defined for both established and recently developed steels, and quantitative recommenda- tions on preferred welding procedures can generally be given. Introduction There can be no doubt that the devel- opment of stainless steel represents one of the major technical achievements of the 20th century. The demonstration and understanding that the addition of chromium to steels endowed thenl with the property of passivity led to the devel- opment of materials with remarkable KEY WORDS Stainless Steel Austenitic Martensitic Ferritic Duplex Welding Corrosion corrosion resistance, coupled with ex- cellent mechanical properties (Ref. 1). Hence, "stainless steels" have reached a dominant position for a very wide range of applications. They give resistance to aggressive media, provide an inert sur- face such that a product stream is not contaminated, and can offer high strength and toughness for service at ex- tremes of temperature. The alloys are em- ployed in chemical all([ process plants, for power generation and other energy industry equipment, for the food industry, and for medical duties. The fact that passivity can be induced in an iron-based system is extrenlely for- tunate, since, by appropriate adjustment of elements other than chronlium, fer- ritic, martensitic or austenitic structures can be produced singly or in any combi- nation. The result is that alloys can be tai- lored to produce specific properties, de- pending on practical requirements and costs of alternative materials. Welding, especially by a fusion process, plays an essential role in fabrica- tion of stainless steel products because of the economy and flexibility afforded to design and manufacturing. A continuous item is produced, facilitating direct trans- mission of stresses through the stru(ture, and avoiding through-wall perforations and potential leakage resultant on other methods of joining. However, welding necessarily involves a thermal cycle with localized heating and cooling, and ex- pansion and contraction. Regardless of WELDING RESEARCH SUPPLEMENT I 135-s

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Page 1: Corrosion Behavior of Welded Stainless Steel

W E L D I N G R E S E A R C H

SUPPLEMENT TO THE WELDING JOURNAL, MAY 1996 Sponsored by the American Welding Society and the Welding Research Council

Corrosion Behavior of Welded Stainless Steel

Corrosion resistance of stainless steel weld metal depends on an understanding of the nature of the protective passive film

that gives the steel its "stainless" characteristic

BY T. G. G O O C H

ABSTRACT. The corrosion resistance of stainless steels depends on a protective, passive film being fornled at the steel sur- face on exposure to the service environ- ment. The use of fusion welding for fab- rication leads to local compositional variations within the material, which may significantly alter the stability of the passive layer and hence the corrosion be- havior. The paper reviews published work and practical experience on such effects of a weld thermal cycle.

Compositional heterogeneity and lo- cally reduced passive film stability can stem from three main causes. Attention is given first to the consequences of alloy element segregation during weld metal solidification and to the formation of a fu- sion boundary unmixed zone. Element partitioning as a result of solid-state phase change is then considered, with particular reference to duplex ferritic/austenitic materials. Finally, the effects are described of precipitation, both of carbide (or carbonitride) particles and of intermetallic phases, with resul- tant development of alloy depleted re- gions. Throughout, recognition is made of the different grades of stainless steel employed by industry in terms of overall composition and microstructure.

1 G. GOOCH is with T~/Vh Abin~4ton Hall, Abington, Cambrid,~e, U.K. Paper presented as the Comfort A. Adams Lecture at the AVVS 76th Annual Meetin,G Apri l 3-7, 1995, Cleve- land, Ohio.

Study remains necessary to ensure that corrosion resistance of welded joints is adequate for service in a range of media. However, controlling factors have in large part been defined for both established and recently developed steels, and quantitative recommenda- tions on preferred welding procedures can generally be given.

Introduction

There can be no doubt that the devel- opment of stainless steel represents one of the major technical achievements of the 20th century. The demonstration and understanding that the addition of chromium to steels endowed thenl with the property of passivity led to the devel- opment of materials with remarkable

KEY WORDS

Stainless Steel Austenitic Martensitic Ferritic Duplex Welding Corrosion

corrosion resistance, coupled with ex- cellent mechanical properties (Ref. 1). Hence, "stainless steels" have reached a dominant position for a very wide range of applications. They give resistance to aggressive media, provide an inert sur- face such that a product stream is not contaminated, and can offer high strength and toughness for service at ex- tremes of temperature. The alloys are em- ployed in chemical all([ process plants, for power generation and other energy industry equipment, for the food industry, and for medical duties.

The fact that passivity can be induced in an iron-based system is extrenlely for- tunate, since, by appropriate adjustment of elements other than chronlium, fer- ritic, martensitic or austenitic structures can be produced singly or in any combi- nation. The result is that alloys can be tai- lored to produce specific properties, de- pending on practical requirements and costs of alternative materials.

Welding, especially by a fusion process, plays an essential role in fabrica- tion of stainless steel products because of the economy and flexibility afforded to design and manufacturing. A continuous item is produced, facilitating direct trans- mission of stresses through the stru(ture, and avoiding through-wall perforations and potential leakage resultant on other methods of joining. However, welding necessarily involves a thermal cycle with localized heating and cooling, and ex- pansion and contraction. Regardless of

WELDING RESEARCH SUPPLEMENT I 135-s

Page 2: Corrosion Behavior of Welded Stainless Steel

'ZII lie

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W I E l

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I I I I 10 10 z 10 ~ 10 ~ 105

Currenf densify, p.A/cm z

Fig. I - - Potentiostatic polar izat ion curves for 12% Cr (410), 17% Cr (430) and 18% Cr (304) stainless steels in 1N H2SO 4 + 1N NaCI at room temperature (Ref. 2).

-0.1 ~ Z Effect of chromium: Cr.8%Ni steel- I

-Ok

I Effect of nickeh 18%Cr-Ni steel

-~ - o . 2 1 ~

-OI,

-0 . I Effect of molybdenum: 18%Cr-lO%Ni steel I

- 0 3 o Mo

- 0 4 ' , 0 1 2 3

Currenf densih/,mA/cm z

Fig. 2 - - Effects o f varying Cr, N i and M e on active range o f stain- less steels in 10% H2SO 4 at 20°C (Ref. 3).

1.0

0.8

~s 0,6

~ o,4

02

, , ' r = j . . . ~ ~ - ~ / ~

÷lOOmVsc e • •

O, I I I I 0 20 40 50 80 100

Steel Cr content, af %

Fig. 3 - - Relationship between Cr content and Fe-Cr base metal. A - - Cr cation fraction in surface f i lm; B - - atomic fraction in un- der ly ing material: I M H2SO 4.

the grade of stainless steel, and whether it be wrought or cast, the base material will be supplied following careful pro- cessing to achieve opti- mum properties. The ad- ditional welding cycle will differ appreciably from that imposed dur- ing material manufac- ture, and can markedly change the properties around the joint. Specif- ically, this is the case with corrosion resis- tance, and the present paper is intended to re- view the effects of weld- ing as a method of fabri- cation on the service behavior of stainless steels in aggressive media.

It is generally consid- ered that the develop- ment of passivity in iron-chromium alloys occurs virtually as a step change as chromium level is increased: below some 10% Cr, the material remains active in normal aqueous media, while above 12% Cr, a passive film develops and corrosion rate is greatly decreased (Ref. 1 ). While this is es- sentially true, the influ- ence of the environment must be clearly recog- nized in terms of redox potential and content of specific anions such as chlorides (Ref. 2). Under aggressive conditions, a chromium level well in excess of 12% will be needed to maintain a stable passive film - - Fig. 1. There are, there- fore, varying degrees of "stainlessness" (Fig. 2) (Ref. 3), and a major ef- fect of welding is that the associated metallurgical changes may lead to some parts of the mater- ial having lower levels of chromium (or other ele- ments which enhance corrosion resistance, pri- marily molybdenum and nitrogen) than elsewhere on the metal surface.

This situation can stem from segregation of alloy elements during solidification, from element partitioning during phase changes, or from precipitation of second phase particles. These aspects are con- sidered below.

Passivity of Stainless Steels

Passive Film Formation

The nature of the passive film formed on stainless steels has been researched for many years (Refs. 1,4, 5). Although commonly, and conveniently, regarded as an oxide layer, it is in fact considerably more complex. Simple application of a Pourbaix diagram, for example, would not predict the observed fact of passiva- tion in acid media on the basis of a ther- modynamically stable oxide (or hydrox- ide) layer. The constitution of the passive film has not been precisely defined, but the development of x-ray photoelectron spectroscopy (XPS) has enabled study to be carried out on stainless steels surfaces exposed to various environmental condi- tions. The approach is in principle more direct than interpretation of electro- chemical data or examination of film stripped by aggressive etchants, although the possibility of some change between removal from the test environment and XPS analysis must be recognized.

Accepting this limitation, Asami, e ta l .

(Ref. 4), working with a range of Fe-Cr al- loys, found that the surface film formed after exposure to 1M H2SO 4 in the pas- sive range became chromium-rich im- mediately after the substrate chromium content exceeded 12%, the minimum level commonly associated with passiv- ity and hence "stainless" steels-- Fig. 3. Despite the high chromium content in the film, the composition of the metal surface corresponded to that of the bulk alloy, indicating that the film resulted from preferential dissolution of iron.

Chromium enrichment in the surface film has been shown (Ref. 5) for a range of potential, and in both chloride-free and chloride-containing media, but only under passive conditions. Below the pas- sive/active transition, the surface film an- alyzed reflected the Cr and Fe contents of the base metal. Hashimoto, e ta l . (Ref. 5), concluded that the passive film was es- sentially a hydrated chromium oxy-hy- droxide (CrOx(OH)3_2x-nH20), with a small amount of hexavalent molybde- num if the substrate steel contained this element. Molybdenum was found to be beneficial primarily by suppressing ac- tive sites via formation of an oxy-hydrox- ide or molybdate, and this was further in- dicated by Halada, et al. (Ref. 6).

1 3 6 - s I M A Y 1 9 9 6

Page 3: Corrosion Behavior of Welded Stainless Steel

200 1 [ I I , ,

0

A lime sec

b . t 2 " i~.;l'z " , ,~,,

I r

. ,'o '

Fig. 4 - - Current transients on austenitic stainless steel in chlor ide media (Ref. 11). A - - Metastable pitt ing; B - - stable pitting.

The beneficial effect of nitrogen has also been explored (Refs. 6, 7). Available evidence has indicated that surface en- richment of nitrogen takes place at breaks in the passive film, thereby blocking ac- tive dissolution. This view is consistent with the observed synergistic effect be- tween molybdenum and nitrogen (Ref. 6). It has also been suggested that nitrogen encourages iron dissolution, thus en- hancing repassivation by the resultant chromium enrichment (Ref. 8), and the two mechanisms may be complementary.

Passive Film Breakdown

Stainless steels display passivity only over a certain range of potential (Ref. 1). At low potentials, the passive film cannot form and the material corrodes in the ac- tive state (Fig. 1), whereas under high po- tential conditions (in chloride-free media), the passive film is oxidized to form solu-

Fig. 5 - - Segregation and pitt ing in ful ly austenitic weld metal (125X).

ble hexavalent chromium ions. Neverthe- less, the passive region is sufficiently ex- tensive for the materials to be employed in a wide variety of service media.

However, stainless steels are sensitive to local passive film breakdown and at- tack, most notably by chloride ions (Ref. 1 ). This limitation is well recognized, and has led to significant developments in material composition to achieve resis- tance to chloride pitting (and crevice at- tack), exemplified by the increased Mo and N levels in high-alloy "super-

austenitic" and "superduplex" grades marketed over the last decade or so. Pit- ting occurs at potentials corresponding to general passivity, becoming more pro- nounced at higher chloride levels and applied potential. The formation of a pit is preceded by electrochemical noise, and, from measurement of small corro- sion current transients (typically less than lnA to over 101aA), the concept has emerged of the passive layer being fre- quently penetrated by chlorides (or other sufficiently mobile anions), but with re-

i|O l l I I w ! I

ou , [.

Fig. 6 - - Crit ical pit t ing temperature data from ferric chlor ide tests on stainless steel base metal and weld metals (Ref. 17).

WELDING RESEARCH SUPPLEMENT I 137-s

Page 4: Corrosion Behavior of Welded Stainless Steel

Table 1 - - EDX Analyses (wt-%) on GTA Root Passes in $31254 Pipe Butt Joint Welds

Dendrite inter- Filler Element Bulk Core dendritic

Autogenous Mo 6.1 4.2 6.9 Cr 20.2 19.3 20.5 Ni 17.6 17.6 19.2

ERNiCrMo-3 Mo 7.6 5.8 10.5 Cr 21.4 20.7 20.9 Ni 47.2 47.7 43.6

ERNiCrMo-4 Mo 11.3 9.8 14.4 Cr 17.3 17.2 18.1 Ni 40.7 43.1 39.2

pair rapidly taking place after dissolution of a small volume of metal (Refs. 9-11). As chloride activity or applied potential is increased, the volume of metal dis- solved is sufficient that local hydrolysis and acidification prevent repassivation, and a stable pit is formed which wi l l then propagate - - Fig. 4. The critical volume of metal constituting the pit nucleus de- pends on the environmental conditions, but has been estimated as a hemisphere from about 10 nm to 11Jm diameter (Ref. 9). In this model, the initial passive fi lm rupture is considered to take place at

Fig. 7 - - Depen- dence of stainless

steel weld metal passivation on in-

terclendritic Mo segregation: 30%

H2SO 4 with 0.1 g/L NH4CNS at 25°C (Ref. 15).

.! ~. 0

0.5

I I I

/ I I !

1.0 1 .5 2 0

Molybdenum segmc~hon ratio 2.5

Fig. 8 - - Relation- ship between ele- ment segregation,

partitioning and bulk composition and solidification

mode (Ref. 15).

¢3

I I I I I

.~l id i fication mode P f f m a r y [ Mixed P r i m a r y ous fen i fe

~ ~ I 2.S " I

b - - - - - o ~ ~, 8 o - o " - - o - - - o 1.0 1- ii

0 l , I , ~ ' , . ~ 1 I I , ~ I 0,4 0.5 0.6 0.7 0.8 0,9 1.0 1.1 1.6

' w / P # c r ~

weak points. Mattin associated rupture events with inclusions in the steel surface (Ref. 9), but in principle any local alloy element depletion would be expected to constitute a weak point and thus a pit ini- tiation site.

Sol id i f icat ion

Alloy Element Segregation

A weld metal effectively constitutes a chil l casting and is subject to the normal segregation of alloy elements during so- l idif ication of the molten weld pool (Fig. 5) (Refs. 12, 13) in the first instance, the degree of segregation wi l l depend upon the equi l ibr ium partition coefficient of individual elements between the solid and liquid states, and this can vary con- siderably depending on the element and the primary sol id i f icat ion phase. Chromium and molybdenum are re- jected from the solid to a greater extent with primary austenite solidification than in weld metals freezing to ferrite (Ref. 14), whilst the reverse is true for nickel. Nitrogen displays a somewhat unusual behavior in that, thermodynamically, it is more soluble in solid austenite than in l iquid steel, and thus tends to segregate in the reverse sense to other elements (Ref. 1 5).

Because of segregation, the corrosion resistance of weld metal is inferior to that of base metal of identical bulk composi- tion (Refs. 15-17), In effect, the behavior of the weld deposit is determined by the minimum content of "passivating" ele- ments at a point w i th in the sol idi f ied weld metal, generally the dendrite cen- ters since these are the first to solidify. The consequences of segregation have long been recognized, and consumable specif ications for common grades of stainless steel are generally slightly over- alloyed primarily in Cr and Mo, so that even depleted regions retain sufficient levels of these elements for satisfactory corrosion resistance to be obtained.

Segregation is not commonly seen as a practical problem with ferritic alloys. The liquid/solid partition coefficients for chromium and molybdenum approach unity under solidification to ferrite, whi le high-temperature diffusion in the bcc fer- rite lattice is very rapid, so that some ho- mogenization takes place in the solid state during the weld cooling cycle. Ni- trogen might segregate strongly, but this element is usually held at a very low level in ferritic stainless steels. In contrast, seg- regation becomes much more significant in high-alloy superaustenitic grades. The materials typical ly contain 20-25%Cr, 20-25%Ni, 6%Mo and 0.2%N, and seg-

138 -s l MAY 1996

Page 5: Corrosion Behavior of Welded Stainless Steel

regation of molybdenum can be suffi- ciently marked that some regions of the weld metal contain only about 4% (Ref. 15), leading to an appreciable loss in cor- rosion resistance - - Table 1. This has most frequently been highlighted with reference to chloride pitting attack, and indeed any reduction in passive film sta- bil ity would be expected to have a pro- nounced effect on pitting behavior; given passive film breakdown at alloy-depleted regions and stable pit initiation, local hy- drolysis and acidif ication wi l l render subsequent pit growth autocatalytic - - Fig. 5. Over the last decade, it has be- come common practice to describe the pitting resistance of stainless steels by an empirical compositional parameter (Ref. 17), variously termed a "pitting index" or "pitt ing resistance equivalent" (PRE), such as (Ref. 18)

PRE = %Cr + 3.3%Cr + 16%N (1)

A direct equivalence in pitting behav- ior can be drawn between the minimum alloy level in the weld metal solidifica- tion structure and a base metal of similar "lean" bulk composition - - Fig. 6. At the same time, the adverse influence of seg- regation on passive f i lm stabil i ty has been demonstrated also in other media, notably sulphuric acid (Ref. 15) in which general rather than pitting corrosion wi l l occur Fig.7.

Various factors for nitrogen in Equa- tion 1 have been proposed. While Suu- tala and Kurkela used 13 (Ref. 17), 16 is most commonly employed (Ref. 18), al- though a higher value of 30 has been rec- ommended for high-alloy superduplex and superaustenitic steels (Refs. 18, 19). Recognizing that the PRE concept is em- pirical, Walker and Gooch showed that the "optimum" compositional relation- ship, in fact, depends on the environ- mental conditions causing attack (Ref. 20).

Effect of C o m p o s i t i o n

The degree of segregation is influ- enced by the total composition of the ma- terial, and tends to be more pronounced in iron-based than in nickel-based sys- tems (Refs. 15, 21 ). As illustrated in Fig. 8, segregation is likely to be most marked in high-alloy austenitic steels containing around 20-25%Ni, decreasing at higher and lower Ni levels. Figure 9 shows the correlation between weld metal pitting resistance and a PRE parameter incorpo- rating an empirical factor to recognize the overall composition (Ref. 15), de- rived from studies of stainless steel solid- ification. From Figs. 8 and 9, it appears

800

600

400

200

0 0

I

n

I I I I I I 'j" I / I - I I J I

20 4O 50

Cr+ 3,S Mo- 14N÷ (1.T Mo, 23N) - -

I 8O

L.j 0

60

40

20

D IQ! i N # H # O ~

. 4r/3N z

Ar

I I I 0.5 20 1.5

Arc ene~jy, k J / ~

o,24

o z2

0.20

.•E 0"18

0.16

0.11,

0.12

0.~

I i J I t .

I I I I I 2 4 6 8 10 Nitrogen in A r sh ie ld ,%

Fig. 9 - - Relation- ship between weld metal pit t ing resis- tance and modi f ied pit t ing index (MPI) (Re£ 15). Potentio- dynamic passive flint in 3% NaCI at 50°C.

Fig. 10 - - Effect o f arc energy and shielding gas on FeCI 3 pit t ing resis- tance o f GTA welds in $31254 steel (Ref. 24).

Fig. 11 - - Effect o f nitrogen level in Ar shielding gas on 22% Cr duplex weld metal nitrogen content (Ref. 25).

WELDING RESEARCH SUPPLEMENT I 139-s

Page 6: Corrosion Behavior of Welded Stainless Steel

Fig. 12 - - Variat ion o f compos i t i on across an interdendritic volume

element al lowing com- plete mixing in the

l iquid (Re£ 13).

z

c. I C O

!

Distance ---~.

that segregation and the effect on passive film stability is greatest in weld metals of composition such that the primary solid- ification phase is austenite, but in which the Cr and Mo rejection is sufficient for the interdendrit ic regions to approach final solidification to ferrite.

Experience wi th plant made from 316L-type steels and producing urea or some organic acids, such as pteraph- thalic acid, has indicated that preferen- tial corrosion can occur in weld metals conta in ing a small amount of ferrite (Refs. 22, 23). Consequently, it is normal to specify low or zero ferrite contents, with attendant sensitivity to solidification cracking and microfissuring. Almost cer- tainly, these media result in a metal/envi- ronment potential close to the active/pas- sive transition, depending on the oxygen level of the process stream. Passive film

!

f~ • ~ 20

b~ 10

0 I I I I i i i i 0 0.2 0.4 0.6 08

A NOrl~lised d~-h~nce, r/R

&

Ni

I I I I I I I I

f=O.18 sec ~

,1 tO

EE

m

~3 C O

kco

D m ~ n ~ ~

Fig. 13 - - Calculated interdendritic microsegregation patterns for GTA welds in stainless steel (Ref. 28). A 21% Cr, 14% Ni, 65% Fe alloy, solid- ifying to primary austenite; B - - 23% Cr, 12% Ni, 65% Fe alloy, solidifying to primary ferrite.

1.0

0.9

0.8

0.7

O6

0.5

04

0310.~

, , /I-~......--~ , , / cont,

- - . ~ A z i z

m ~ W o o d I , | .........

10 "1 I 10 102 Dimensionless velocify

Fig. 14 - - Calculated variation o f partition coefficient with velocity using various models (Rei~ 13).

80

70

6O ~Z

50

40

I I I

Base O - -

~Itzl

,/.

• QO /" I0 100 I000 10000

Laser veloc #y , mm /min

Fig. 15 - - Effect o f laser travel speed on ferric chloride critical pitt ing temperature o f surface melted UNS $31254 steel (Ref. 31).

140-s M A Y 1 9 9 6

Page 7: Corrosion Behavior of Welded Stainless Steel

stability is therefore marginal, and it is probable that the observed corrosion, which tends to be initiated at ferrite- austenite interfaces, is due not to the presence of ferrite per se, but rather to the associated segregation and alloy deple- tion. Interfacial effects, such as residual element segregation, may also be con- tributory. Comparable restriction on weld metal ferrite content has seldom been found necessary in other environ- ments, and is apparently a consequence of the specific cathodic corrosion reac- tions in the organic media concerned. It seems that improved behavior could equally well be obtained with weld met- als of composition giving either fully austenitic or primary ferritic solidifica- tion. In the latter regard, satisfactory ser- vice has been reported to TWl of materi- als such as 309LMo or 22% Cr duplex steel which solidify initially to ferrite, al- though these are also somewhat more highly alloyed than the 316L base metals generally used.

A further point regarding weld metal corrosion behavior is that the possibility must be recognized of compositional changes during welding. With flux processes, factors such as element trans- fer efficiencies, alloying addition particle sizing, etc., are well understood by con- sumable manufacturers, and the required deposit composition can normally be ob- tained for a wide range of welding condi- tions. However, recent years have seen increased use of nitrogen as an alloying addition to enhance corrosion resistance, and, when GTA welding high nitrogen steels with a conventional inert gas shield, this element tends to be lost from the molten pool because of the relatively low partial pressure in the surrounding at- mosphere. In consequence, shielding gases are finding favor that contain a few percent nitrogen to counter the nitrogen loss, and even to promote pickup by the weld metal and improve corrosion be- havior (Fig. 10) (Refs. 24, 25). The per- missible nitrogen content in the shielding gas depends on the solubility in the molten pool, and hence on the composi- tion, especially Cr and Mn levels. Exces- sive shielding gas nitrogen levels may lead to porosity, and to evolution during solidification, causing "spitting" and degradation of the tungsten electrode. At least for duplex ferritic-austenitic grades, up to some 2% N 2 in the gas shield is nor- mally acceptable for a 22%Cr steel, and possibly 3% for a 25%Cr alloy - - Fig. 11. Higher nitrogen levels may be tolerable with the plasma arc process, used in key- hole mode (Ref. 26).

E f f e c t o f W e l d i n g C o n d i t i o n s

The residual segregation in a weld

q

I I I

I / I

I 50 !

I " !

50 ~l Ilr~ / 6 0 ........................................................ 4 5

4 # i I I

30 40 50 60 Pl = %Er÷ 93°/ot.fo+16°/oN

Fig. 16 - - Relationship be- tween FeCI 3 pitt ing resistance of welded joints in UNS $31254 steel and composition (Ref. 32). A - - Weld metal bulk com- position: O@ = GTA weld metal; O~D = SMA weld metal. Hol low symbols = 15% Mo filler metal; solid symbols = autogenous or 9% Mo filler metal; numbers = % dilut ion; B - - min imum alloying level in solidification struc- ture: A = base metal; 17 = autogenous weld metal; Ci = GTA unmixed zone; l l = SMA unmixed zone.

• 7T - ) . % " "~'~ "'" ~.~x;- - - . • <~ ' > >~>.," .,/., - J f ' L ~ - : ~ . ' . > ' /7). _ . . . . . . . - , ~ _ . • ,

V >r-';.-<<-.<,-d-.:~-,<I~J,4tD>.Q t \ ' ~ , .~ :~ ' ~ t ,.1~I~!

, ~ ~ -z :<.',.,~., . . - J ~.. 'W'"R~EVZ:z:

' , ~ , - t . . . . / ~ O 0 1 x m . < t ~- ' "..' . . . . ,

"\ L

+t

Fig. 1 7 - Unmixed zone at weld interface o f welds in 531254 steel: N i -20Cr -9Mo fil ler metal. A - - SMA, 50)0

(_b) ~ . ~ B - - center o f A, 320X;

c - - GTA root toe, 160X.

WELDING RESEARCH SUPPLEMENT I 141-s

Page 8: Corrosion Behavior of Welded Stainless Steel

Fig. 18 - - Pitting attack initi- tared at U M Z in GTA weld in

$31254 steel: ERNiCrMo-3 fi l ler metal, 25X.

metal at room temperature will depend on element rejection during solidifica- tion, on the extent of intermixing in the liquid phase ahead of the liquid/solid in- terface, and on the degree of diffusion and homogenization in the solid phase during cooling and any reheating by further weld runs. The last few years have seen con- siderable advances in understanding the dependence of the solidification se- quence in stainless steels on the bulk composition (Ref. 27). This has been as- sociated with evaluation of element seg- regation behavior, as reviewed by David

and Vitek (Ref. 13). In large part, the Scheil hypothesis has been followed, viz.

C s = k C o (1 - f s ) k-1 (2)

where C s = composition of solid; C o = ini- tial alloy composition; fs = volume frac- tion of solid; k = partition coefficient.

This assumes that pool stirring by con- vection and electromagnetic and surface tension forces is sufficient to give com- plete mixing in the liquid phase - - Fig: 12. The approach has been modified to

Fig. 19 - - EDX scans across weld

interface o f SMA weld in UNS

531254 steel using ENiCrMo-3 elec-

trodes (Ref. 32). Oisfonce, ~m

Fig. 20 - - H A Z microstructures in duplex ferritic-austenitic stainless steels, 40X. A - - Predominant ly ferritic; B - - austen- ite reformation.

allow for solid state diffusion after solid- ification, and found (Ref. 28) to give good qualitative prediction of final segregation gradients in stainless steels - - Fig. 13. A problem arises, however, in that no direct allowance is made for a time factor dur- ing the solidification process, with the re- sultant implication that the degree of seg- regation is unaffected by welding procedure. From studies on castings, seg- regation is known to depend upon solid- ification rate because this influences ele- ment redistribution apart from diffusion and intermixing in liquid and solid phases. Most alloy weld metals in which the effects of segregation are greatest so- lidify primarily by dendritic growth, and various models for solute redistribution during such solidification have been de- rived (Ref. 13). These have been based mainly on the assumption of segregation under equilibrium conditions, and this is unlikely to be the case over the range of solidification rates normally encom- passed by fusion welding.

Accordingly, models have been de- veloped in which the segregation coeffi- cient varies between the equilibrium value and unity as growth rate is in- creased from low to high velocities (Fig.14) (Refs. 13, 29). On this basis, ele- ment segregation will be reduced and weld metal corrosion resistance im- proved as solidification rate is increased. This has been experimentally demon- strated by Nakao and Nishimoto (Ref. 30) and by Woollin (Ref. 31), for the laser process - - Fig. 15. With laser welding, the solidification rate will be high, al- though rather lower than the travel speed since solidification will occur epitaxially from the base metal, with preferential growth parallel to the maximum temper- ature gradient, and perpendicular to the travel direction. For travel speeds associ- ated with more common arc welding procedures, growth rate will be relatively low, and will vary around the periphery of the weld pool, so that a lesser effect of solidification rate might be anticipated.

Nonetheless, im- provement in corro- sion resistance has been found at low arc energy (Ref. 24), with the rider that, unfortunately, the necessary arc energy limits to achieve practical benefit for high-alloy austenitic deposits may be so low as to be unac- ceptable from the productivity view- po in t - - Fig. 10.

142-s I MAY 1996

Page 9: Corrosion Behavior of Welded Stainless Steel

Unmixed Zone

Because of the problem of segregation in high-alloy austenitic steels, it is normal industrial practice to weld these materi- als using nonmatching nickel-based filler metals such as ENiCrMo-3 (Ref. 19). These were selected originally simply by virtue of their high molybdenum content, and although segregation still occurred, even the dendrite cores had an alloy con- tent and corrosion resistance equivalent to that of the base metal (Table 1 ). The ap- proach is now almost invariably em- ployed for fabrication. Seam welded tube may be welded autogenously (at, it may be noted, high speed), but this product form will be given a high-temperature homogenization treatment by the tube- maker prior to delivery. Use of non- matching consumables requires close at- tention to welding procedure to obtain adequate filler metal addition (Ref. 32). Dilution by base metal can be tolerated, up to perhaps 60% (illustrated by the hatched area in Fig. 16), but this still means that a root opening is preferable, to ensure that filler metal addition takes place during welding.

The application of "overalloyed" con- sumables has enabled satisfactory ser- vice to be obtained from high-alloy austenitic types in a range of media, but does not give weldment corrosion resis- tance completely matching the base metal. It has been known for many years that, during arc welding, a stagnant zone can exist at the weld interface (Fig. 17), constituted by melted base metal that has not mixed into the bulk weld metal (Ref. 33, 34). Following solidification, the re- gion displays segregation analogous to that in an autogenous weld metal and is thus sensitive to localized attack in ap- propriately aggressive media (Refs. 32, 34, 35). This effect was identified origi- nally in welds of ordinary 300 series stainless steels (Ref. 36), causing a minor increase in the active/passive transition potential, but it becomes much .~.'-..,~ more significant ~ , ~ ~ with high-alloy grades to the ex- tent that it is lim- ~ ' - ~ i iting on corrosion resistance of joints made with overalloyed con- sumables. With ~ ~ increasing envi- ronmental corro- sivity, for exam- ple higher (a) exposure temper- atures in an ASTM

~o, I o

G48 ferric chloride pitting test, attack generally takes place first on the unmixed zone (Fig. 18), resulting in a weldment critical pitting temperature (CPT) some 15-20°C (27°-36°F) below that of the base metal. In fact, it is the presence of the unmixed zone (UMZ) that renders fairly high dilution levels acceptable in joints made with nickel-based filler met- als (Fig. 16), and further means that there is no practical advantage in employing even more highly alloyed filler metal types for improved weldment corrosion behavior (Ref. 32)

Available corrosion test data indicate that the UMZ is not as detrimental as conventional autogenous weld metal. This is indicated by the dotted line in Fig.16 (Ref. 32). Solidification in the UMZ may be by cellular as opposed to dendritic growth, but microanalyses have not shown any marked difference in minimum Cr and Mo levels from segre- gation in the UMZ (Fig. 19) and those in bulk autogenous weld metal• The reason for the disparate corrosion behavior has not been established, but it may be that nitrogen loss from the UMZ is less than from an autogenous weld bead. Cer- tainly, pitting resistance of autogenous GTA weld metal can be increased by use of an Ar/5% N 2 shielding gas to promote

Fig. 21 - - Calcu- lated PRE values of ferrite and austen- ite in alloys with 25%Cr and 4%Mo. Ni was varied to keep a constant ferrite content. PRE = Cr + 3.3%Mo + 16%N (Ref. 18)•

net nitrogen pickup in the bulk weld metal (Fig. 10), and weldment pit initia- tion then takes place preferentially at the UMZ (Ref. 24).

The unmixed zone may be essentially stagnant when molten, or may display re- stricted laminar flow (Ref. 33). In either case, its thickness is not uniform around the weld. This is partly because fluid flow in the molten pool can lead to swirls of base metal becoming detached but not fully mixed into the bulk weld deposit, but in addition there will be an effect of the drag induced by the surface adjacent to the molten metal. This drag is less at the pool/gas interface than at the pool/base metal junction, and in general the stagnant zone tends to be thinner to- ward the surface of the material as op- posed to the mid-depth of the weld pool (Fig. 17A)(Ref. 32).

This may not be the case actually at the toe of a root run, where a more pro- nounced UMZ has been noted for GTA than SMA welds, presumably reflecting a local stagnant region - - Fig. 17C. Un- derstanding of weld pool flow and the relative effects of buoyancy, electromag- netic and surface tension forces has in- creased substantially (Reg. 37, 38), but modeling remains a complex problem

' ~ ,?

a ~ ' ~ ~ ~ ' 4 ' ~ 0Y875

Fig. 22 Preterential weM metal attack in FeCI 3. A - - Austenite, 70X; B - - ferrite, 250X.

WELDING RESEARCH SUPPLEMENT I 143-s

Page 10: Corrosion Behavior of Welded Stainless Steel

, /~ • ~ • ,; ?- I s

.

Fig. 23 - - Secondary austenite in superduplex weld metal, 1000X.

[ ~~. 10 ' z ' I

.

Ferri~ content, %

Fig. 24 - - Effect of ferrite-austenite balance on pitting resistance of 22%Cr- 0.12%N GTA weld metal (Ref. 49).

especially when filler metal additions are made. In this respect, there will be some disruption with GTA welding, as filler metal is added, but the resultant stirring will normally be low compared to gas metal arc processes, whether metal trans- fer takes place by short circuiting or under droplet spray conditions. The situ- ation thus exists that, although GTA welding may be preferred for control of bead shape in root runs, this is the process in which the unmixed zone is likely to be most marked. In principle, the width of the UMZ may be reduced via welding conditions giving steep thermal gradients (Refs. 33, 39). There may also be benefit from use of electromagnetic stirring, either from external induction coils, or perhaps by high current, high travel speed conditions to increase the Lorentz force in the pool. Further work is

80

6O

P

20

I I I

-

J I I l l l f

. , d r l I 1 % 1 . ~ r l i i I J F _/

~ l l l ~

i ' ~ I// q -.- /

f ---/

0 I I I 30 34 38 42

PI= %Cr+~3(% Mo+OSx% W~ 16x% N

Fig. 25 - - Relationship between duplex steel and weld metal composition and critical pitt ing temperature in EeCI 3 (Ref 46).

necessary, and this should recognize also the possible influence of relative base steel and weld metal melting points.

Solid State Transformation

Given the possible coexistence of fer- rite, martensite and austenite, considera- tion must be given to the effects of ele- mental partitioning between the phases. Since martensite formation is essentially diffusionless, concern attaches primarily to the ferrite and austenite phases, and particularly to recently produced ferritic/ austenitic grades.

These alloys were developed primar- ily to avoid the problem of chloride stress corrosion cracking associated with fully austenitic steels. Originally, the compo- sition was designed to achieve a two- phase structure that could be accommo-

dated by minimum changes to existing rolling schedules to produce a wrought product. This ap- proach did not adequately allow for subsequent trans- formation during a welding cycle. The annealed base metal might have a 50/50

. phase balance, but weld metals displayed primary ferritic solidification, while the high-temperature heat- affected zone (HAZ) trans- formed to ferrite close to the solidus. Under the

I fairly rapid cooling associ- /'6 ated with welding, trans-

formation to austenite was suppressed, leading to a predominantly ferritic weld area structure (Fig. 20) with

reduction in corrosion resistance and mechanical properties (Ref. 40). Hence, it is now normal for welding consum- ables to be slightly overalloyed in nickel to promote austenite reformation, while nitrogen levels have been increased in base and weld metals to promote trans- formation to austenite and obtain a more equal ferrite/austenite balance, apart from a beneficial effect on corrosion re- sistance (Refs. 8, 41 ).

The two phases in duplex steels can differ appreciably in composition, Cr and Mo partitioning to ferrite and nitrogen and nickel to austenite. Accordingly, a thermodynamic approach to alloy design has been pursued by Berhardsson, so that, by appropriate control ofCr, Mo and N levels, the compositions of both phases following conventional annealing are likely to lead to similar corrosion resis- tance (Fig. 21) (Ref. 15). This does not, however, avoid problems at welded joints. Equilibrium partitioning of ele- ments between the phases during weld- ing is most unlikely to be achieved, and, even under the range of welding condi- tions appropriate to normal industrial practice, the compositions of ferrite and austenite can differ markedly.

The ferrite-austenite transformation during welding has been modeled by Hertzman, et al. (Ref. 42), using a ther- modynamic approach based on the Ther- mocalc system, with diffusional growth. Viewed more simply, the mean diffusion distance, x, of any element from random walk theory is roughly (Ref. 43)

x = 2~/Dt (3)

where D is the diffusion coefficient and t is the time. Integrating the diffusion dis-

144-s MAY 1996

Page 11: Corrosion Behavior of Welded Stainless Steel

J . , ,q

"4/

lOOp, m { • 0 T 2 5 8 2 I

Fig. 26 - - Intergranu/ar po/yth ionic acid cracking in sensitized 304 stainless steel, 125X.

tance (Ref. 43) over a cooling cycle, for say a 1 kJ/mm (25 kJ/in.) GTA weld run in 10-mm plate (0.4 in.), substitutional ele- ments Cr and Ni would diffuse in ferrite (Ref. 44) during cooling some 0.5 and 2 pm, respectively. As an interstitial ele- ment, nitrogen would diffuse roughly 50-100 pm. The resultant austenite laths are perhaps 4 lam thick, and, in this ex- ample, austenite formation could be due to substitutional element diffusion. Cer- tainly, at higher arc energy and slower cooling, appreciable redistribution of Cr and Ni between the ferrite and austenite would be expected. Conversely, with lower heat input, austenite reformation would be controlled by nitrogen move- ment, as was assumed by Hertzman (Ref. 42). Such differences in ferrite and austenite composition have been ob- served over the range of cooling rate ap- propriate to normal welding practice (Refs. 45, 46), and are illustrated in Table 2. Consequently, the relative corrosion resistance of the two phases can vary considerably, depending on the specific steel and welding conditions entailed - - Fig. 22.

The situation is further complicated in that a single weld thermal cycle is most unlikely to result in the equilibrium austenite content being obtained, so that additional transformation will occur on deposition of subsequent weld runs. [n part, this will involve growth of existing transformed units, but it is possible also for secondary austenite to be nucleated and grow within the prior ferrite grains on reheating (Fig. 23) (Ref. 47). The nitrogen content of the ferrite matrix is fairly low and, following diffusion of the nitrogen

/200

1000

6OO

400 0

I I I I I

- - - - - - 17%Cr: 0.05%C - . , - ~ 18%Cr: 8%Ni: 0 .05%C . - . - - . 18%Cr: 9%Ni: 0.06%C: 0 .64%Nb . . . . . 18%Cr: 8%Ni: 0.02%C

0,01 0.1 1,0 10 100 1000 Ageing time, hrs

Fig. 2 7 - - Effect of steel composition on sensitization behavior. Strauss testing, sen- sitized within bounding lines (Ref. 54).

Table 2 - -EDX Phase Analysis (wt-%) on SMA Welds in $31803 Steel Made with Overalloyed Filler Metal under Varying Arc Energy Conditions

Element, wt-%

Weld region Phase Cr Mo Ni

As-deposited ferrite 23.9 3.0 7.5 root (a) austenite 23.7 2.8 7.8

Reheated ferrite 23.7 3.0 7.2 root TM austenite 23.4 2.7 7.7

Reheated ferrite 25.1 3.7 6.2 root (b) austenite 22.7 2.5 8.6

Base ferrite 23.2 3.3 4.1 metal austenite 19.5 2.4 7.0

(a) Root and ill[ passes at 0.7 kJ/mm. (b) Root at 0.5 kJ/mm, fill passes at 3.2 kJ/mm.

and substitution elements, the final PRE of the secondary austenite will be below the surrounding material (Table 3), lead- ing to appreciable reduction in corrosion resistance (Ref. 48).

From the metallurgical viewpoint, the prime objective in formulating a welding procedure for duplex steels should be the attainment of a satisfactory phase bal- ance in the weld locale. It is generally ac- cepted that austenite contents between about 30 and 70% are preferred for opti- mum overall properties. In particular, high ferrite contents can lead to reduced resistance to pitting corrosion (Fig. 24) (Ref. 49), and to stress corrosion, whether in hot chloride media (Ref. 50) or under sour, H2S conditions (Ref. 51). Such an effect of high ferrite levels may be exac- erbated by intragranular precipitation of chromium nitrides, as a result of nitrogen supersaturation in the ferrite at peak tem- peratures during welding (Ref. 52).

However, even with control of mater- ial composition and weld cooling rate to obtain 50/50 phase balance, corrosion resistance will not necessarily equal the base metal - - Fig. 25. The adverse effects of nonequilibrium partitioning tend to be most marked in weld metal, and, since they cannot yet be predicted reliably, the

use of overalloyed filler metals has been propounded (Ref. 20). Commercial con- sumables for the established 22%Cr grades are commonly slightly enriched in Cr, Mo or N relative to base metal, while even more highly alloyed 25%Cr su- perduplex filler metals may be used for root runs exposed to the service environ- ment. Experience has shown that analo- gous overalloying is problematic with superduplex base metal, because the weld metal may be unacceptably sensi- tive to precipitation of intermetallic phases, which reduce corrosion resis- tance and toughness (Ref. 53).

The last decade has seen considerable attention paid to the chloride pitting re- sistance of stainless steels, both

Table 3 - - EDX and WDX Analyses on 26Cr/9Ni/4Mo/0.26N Superduplex Weld Metal (Ref. 47) (PRE = Cr + 3.3Mo + 16N)

Element, wt-%

Region Cr Mo N PRE

Primary austenite 26.6 3.3 0.52 45.8 Ferrite 27.4 4.0 0.07 41.7 Secondary austenite 24.3 3.4 0.24 39.4

WELDING RESEARCH SUPPLEMENT I 145-s

Page 12: Corrosion Behavior of Welded Stainless Steel

Table 4 - - PRE Relationships Derived from Polarization Tests on Duplex Weld Metals in CO2-Saturated 3%NaCI: (FeCI3 data in brackets) (ref. 20)

Pitting Criterion Specific PRE Equation

Pitting potential at 80°C Cr + 1.9Mo + 0.55N - 0.27Ni CPT at 700mVscE Cr + 2.9Mo + 21N - 0.25Ni (CPT in FeCI3 Cr + 2.1Mo + 40N - 1.2Ni)

austenitic and duplex grades, for marine and oil and gas service. The PRE concept of Equation 1 was developed originally from laboratory pitting tests, especially in ferric chloride. Clearly, from Tables 2 and 3, the PRE values of ferrite and austenite can differ relatively, and the net pitting resistance of a weld wil l depend on the minimum PRE in any one region. At the same time, studies on duplex steels have shown that caution is necessary in ap- plying the PRE approach directly to prac- tice. As indicated in Table 4, the rela- tionship between resistance to chloride pitting and material composition de- pends critically on the environmental cri- terion adopted to describe corrosion be- havior (Ref. 20).

Precipi tat ion of Second Phases

Carbide Formation

Austenitic Steels

All grades of stainless steel are subject to precipitation of a range of second- phase particles at intermediate tempera- tures. The effect is particularly associated with austenitic alloys, in which "weld decay" constitutes the classic case of the corrosion resistance of a material being adversely affected by fusion welding (Ref. 1). Grain boundary precipitation of chromium-rich M23C 6 carbides takes place at temperatures between about

500°-900°C (932°-1652°F), as in- evitably experienced in part of the heat- affected zone of a fusion weld. Because the chromium diffusion rate is apprecia- bly less than that of carbon, chromium is removed from the surrounding matrix as the particles form, leaving a depleted area of lower passivity than the grain cen- ters - - Fig. 26. Historically, the problem was overcome (Refs. 1,54) by addition of "stabilizing" elements, principally nio- bium or titanium to the material to form stable carbides and getter the carbon from the matrix, or by reduction in mate- rial carbon content via the use of low- carbon ferro-chrome in s t e e l m a k i n g - Fig. 27. With the introduction of AOD or VOD processing in steelmaking, carbon levels in commercial products have fallen dramatically, typically to 0.05% or below, so that the practical problem is greatly reduced, and weld decay is now rarely encountered in plant used in the as-welded condition (Ref. 55). This is the case even without going to extra-low- carbon grades (i.e., less than 0.03% car- bon), although postweld heat treatment (PWHT) or service within the "sensitiz- ing" temperature range can still induce susceptibility to corrosion.

Increasing time in the sensitizing tem- perature range leads to greater width of the depleted zone and lower local matrix chromium content. The situation is illus- trated by the unidirectional analysis of Stawstr6m and Hillert (Ref. 56): assuming a thin continuous carbide film,

Fig. 28 - - Flow di- agram for predic- tion of sensitiza- tion in austenitic

steels (Re£ 59)

I Kinetic parameters diffusivities

Temperature (t) Strain (t)

Input information Ef Alloy composition d Alloy condition

Initial DOS N Prior work

TM history TA history Strain history

I

Effective Cr diffusivity

Nucleation kinetics

Minimum Cr at interface

Thermodynamic parameters Activity coefficients

Composite Cr C solubility

Equilibrium constant Carbide concentration

Cr depletion width

I I Degree of

sensitisation

[ I IGSCC

susceptibility

~ - ( Cr~ - Cri I m= 2~/Dtl ~ ) (4)

where m is the depleted zone width, while Cr o, Cr i and Crp are the chromium levels in the bulk material, at the carbide interface, and necessary for passive film stability, respectively. Since this study, the development of depletion has been wel l modeled, both under isothermal conditions (Refs. 57, 58) and during a weld thermal cycle (Fig. 28) (Refs. 59, 60). Using a short-term electrochemical potentiokinetic reactivation (EPR) test, Bruemmer was able to obtain good cor- relation between the degree of sensitiza- tion and material variables, composition, heat treatment conditions, and thermo- mechanical history (Fig. 29) (Ref. 57). It has been assumed that Crp in Equation 4 is about 13% (Refs. 56, 57), i.e., the chromium content necessary to render iron alloys capable of forming a passive film. In fact, any reduction in chromium below the matrix content wil l expand the potential range over which the material is in the active state (Fig. 2) (Ref. 3), and wil l thus lead to some susceptibility to preferential intercrystall ine corrosion (Ref. 61 ). Whether or not an attack occurs then depends on the service redox po- tential relative to the grain boundary ac- tive range, i.e., the risk of weld decay de- pends on the specific environmental conditions, as well as on the steel com- position and welding procedure. A small reduction in grain boundary chromium content wil l be significant only in media close to the active/passive transition, whereas extensive carbide formation can lead to intercrystalline attack over the en- tire potential range giving a stable pas- sive fi lm on the grain centers (Fig. 30) (Ref. 61 ). Further to this thermodynamic effect on passive fi lm stability, the car- bide particles also act to accelerate pas- sive fi lm breakdown (Fig. 31 ), increasing the chance of attack under transient plant conditions associated, for example, with changes in oxygen activity.

Given that carbide precipitation is time dependent, as illustrated by Equa- tion 4, reduction in arc energy, and the time spent in the sensitizing temperature range, is advisable (Ref. 55). This is com- monly recognized in welding procedures for austenitic steels which stipulate max- imum levels of arc energy and interpass temperature. The effect of varying cool- ing time was modeled by Solomon (Ref. 60), who demonstrated the relationship between increased cooling time or car- bon level and enhanced susceptibility to intercrystalline corrosion. The work fur- ther showed the environmental depen- dence of attack, and much more rapid cooling was necessary to avoid attack in the electrolytic oxalic acid test (ASTM

146-s I MAY 1996

Page 13: Corrosion Behavior of Welded Stainless Steel

A262A) than in acid CuSO 4 (ASTM A262E). Two caveats to this approach must be added. First, in an actual weld, concern attaches to the maximum sensi- tizing time experienced, and this wi l l occur at some distance from the fusion boundary where the peak temperature is high enough to enter the sensitizing range, but not so high that the region is in effect solution treated, i.e., sensitiza- tion takes place on heating as well as on cooling. Second, the conjoint strain from local expansion and contraction during welding can act to accelerate the sensiti- sation process, as illustrated by Atteridge and his coworkers (Fig. 32) (Ref. 59),

Although the general reduction in car- bon content from AOD/VOD steelmak- ing has diminished the practical problem of weld decay, experience in pipework for light water reactor power generation plants has indicated that the conse- quences of precipitation and sensitiza- tion can be greatly increased by residual welding stresses, and intercrystalline cracking has been experienced in a num- ber of units. A considerable amount of work has been carried out, therefore, to address residual stress patterns at welds. Techniques such as "heat sink" welding, with or without local induction heating, have been employed to induce compres- sive stresses on the inner wall of pipe, thereby avoiding cracking (Ref. 62). At the same time, the problem is especially associated with the environmental con- ditions encountered in some light water systems, and these measures would not normally be employed for the typical welded chemical plant, for example.

Again, in the context of light water re- actor power plants, it is recognized that initiation of grain boundary carbide pre- cipitation in the HAZ can take place very rapidly. Hence, although a controlled weld thermal cycle may not induce suf- ficient precipitation to cause sensitiza- tion directly, the nucleated carbides might grow in subsequent long-term ser- vice at lower temperatures, in this case roughly 300°C (572°F). Indeed, from evaluation of the activation energy as de- termined by slow strain rate tests, Povich and Rao demonstrated that some mea- sure of "low-temperature sensitization" of welded Type 304 pipe could be antic- ipated after, say, 10 years exposure to 300°C (Ref. 63).

Most environmental conditions in which stainless steels are used corre- spond to a moderately low redox poten- tial. Under highly oxidizing conditions, exemplified by a nitric acid plant, the ef- fect of chromium depletion can be very marked, while it is possible also for the carbides to be dissolved. As a result, these media are very searching and either

100

/6)

1.0

0.1

0.01

! !

m

=m|

001 01

•0

• 0 0

I

°

' , 3

,4

L~. " '1" ° •

° •

I I 1 10

l'fe.asured hme, h 100

0.50

~ O25

o

"-0.25

-0.50

! !

0.15%C / ./ / i 0.osO/oi

l ) l i , i l l i l ~,, i , i N m ~m, • im qim ° i m , ~ m

).Ol 0.1 1 Ageing hme,hrs

/0

0.6

0.4,

02

0

-02

"" -04

-0.6 -0.8

0

i ! HAZ of electron beam weld (0.16kJ/mm

" m e = HAZ of friction weld . . . . HAZ of S M A weld (1 kJ /mm) - - - - - - HAZ of G M A weld (0.6 kJ/mm) ~ - - - Solution treated material

, ,4##amnt Fl~e peter,~l

I - ~ I " ~ . A p p a r e n f F l a d e "

"" ,I ! • #

0.1 1 10 100 Time,rain

Fig. 29 - - Measured and predicted sensi- tization times for 304 and 316 steels. Isothermal heat treatment at 600°-700°C.

Fig. 30 - - Relation- ship between potential necessary Ior grain boundary passivation and minimum aging time between 500 ° and 850°C, 18%Cr- 10%Ni austenitic steel 20% H2SO 4 with 0. l g/L NH4CNS at room temperature, gen- eral passive/active transition for grain centers below-0.48 VSH E (Re£ 61).

Fi~¢. 31 - - Decay of HAZ passive film tbllowing anodic polarization at 0.4VsH E tbr 10 rain, 20% HjSO 4 with 0.1 g/L NH4CNS, 18%Cr- 10%Ni- 0.15%C austenitic steel.

WELDING RESEARCH SUPPLEMENT[ 147-s

Page 14: Corrosion Behavior of Welded Stainless Steel

k j

40

30

10

0

! I I I

Thermal only Pass by pass strain

0 0.06

• Cumulat ive strain • ,/" . .~pv .... i 1 ~ . , , , , . ~ 1 0 I I

0.02 0.03 0.04 0.05 Carbon contenf , vf %

Fig. 32 - - Predicted sensitization in a 304 steel pipe weld, assessed by EPR test. Effect o f local strain (Ref. 59).

I

i ~ ,, 0

/

,0.2mm, AF1035

Fig. 33 - - Intercrystalline attack at weld in $40900 ferritic steel, 50X.

Fig. 34 - - Fracture face o f intercrystalline attack in low-carbon 12% Cr steel. Corrosion took place at ferrite/ferrite and ferrite/martensite boundaries, leaving martensite units unattacked, 200X.

an extremely low carbon content or effective stabiliza- tion is essential for satisfactory service to be obtained. Fur- ther, boron added to the steel for im- proved hot worka- bi l i ty can stabilize the carbides to higher tempera- tures, and this has led to the develop- ment of low-boron "nitric acid grade" (NAG) alloys, in which silicon and phosphorus are also controlled to mini- mize adverse effects of grain boundary segregation (Ref. 64). Even with stabi- lized steels, there is an advantage in re- ducing carbon for nitric acid duty. When making a weld, the material immediately adja- cent to the fusion boundary is effec- t ively solution treated at high tem- perature, and some carbon is thus re- leased into solid so- lution to form M23C 6 on cooling. Intercrystalline cor- rosion in this region in a nitric acid plant is known as "knife- line attack"(Refs. 54, 65), and experience has indicated that niobium is more ef- fective at gettering carbon in the high- temperature HAZ than titanium.

The effect of carbide formation depends upon the density of precipita- tion at a single point, and thus on the grain size or total bound- ary area. With cast- ings and weld metals that contain some ferrite, precipitation occurs init ial ly on the ferrite/austenite boundaries (Refs. 58, 66, 67). The ini- tial development of depletion depends

on the supply of carbon from the austen- ite and of chromium from the ferrite, but overall the effects of precipitation are re- duced, both by the high phase boundary area available and also by the higher chromium content in the ferrite phase. Thus, materials containing appreciable amounts of ferrite are resistant to sensiti- zation (Ref. 66), although they are by no means immune to the problem given pro- longed exposure to elevated tempera- tures for postweld heat treatment or in service (Ref. 67). As a consequence, weld metals can contain higher carbon con- tents than base metal (Ref. 55), and this permits the use of shielding gases con- taining some CO 2, provided that a suffi- cient ferrite level is maintained. For gas metal arc welding, an addition of CO 2 may improve metal transfer characteris- tics across the arc, and reduce porosity from shielding gas entrapment.

Martensitic and Ferritic Steels

Carbide formation and associated chromium depletion as a result of weld- ing is by no means confined to austenitic grades but can develop also with marten- sitic and ferritic alloys (Ref. 54). With martensitic steels, the problem is primar- ily associated with medium- to high-car- bon contents (e.g., 0.2-0.5%) as may be employed for surfacing applications. The loss in corrosion resistance takes place not only at prior austenite grain bound- aries but also within the martensitic structure of the matrix (Ref. 68). The ef- fect is again controlled by chromium dif- fusion, and, since this is more rapid in a martensitic or ferritic matrix than in fcc austenite, depletion can occur in regions heated to a peak temperature rather lower than the austenitic case, typically 450°-500°C (842°-932°F). Low arc en- ergy is preferred, but the situation is com- plicated by the need for fairly high pre- heat levels to avoid hydrogen cracking on cooling to room temperature. In most applications, martensitic stainless steels will receive a postweld heat treatment to temper the material. This wil l lead to healing of any chromium-depleted areas, and from the practical standpoint, the problem is encountered only at weld- ments put into service in the as-welded condition or tempered at very low tem- peratures to maintain high material hard- ness.

Because of the high chromium diffu- sion rate and low carbon solubility, sen- sitization develops rapidly in ferritic steels (Refs. 54, 68, 69). The critical tem- perature range is similar to that for austenitic alloys, but sensitization in fer- ritic grades requires only a fairly short ex- posure time even at temperatures below

148-s I MAY 1996

Page 15: Corrosion Behavior of Welded Stainless Steel

say 500°C (Fig. 27). It can therefore be difficult or impossible to avoid sensitiza- tion conlpletely by use of low arc: energy, especially if multipass welding is in- volved. This is the case for virtually all ferritic stainless steels, from lean alloy 11-12%Cr grades (Ref. 70) up to "super- ferritic" materials containing 25 30%Cr (Ref. 71). In ferritic materials, nitrogen has an analogous effect to carbon, al- though probably less severe on a wt-% basis. Attempts have been made to avoid the problem by steel processing proce- dures giving exceptional ly low total (C+N) levels, but in general practice, it has been found more satisfactory to em- ploy stabil ization by t i tanium or nio- bium. It is remarked that nitrogen is not recognized in standards such as UNS $40900, yet preferential intercrystalline attack has been observed in practice at welded joints in such stainless steel com- plying with specification limits on car- bon and titanium but having relatively high nitrogen levels - - Fig. 33.

Time risk of sensitization of low-carbon 12% Cr alloys depends also on the weld area phase balance. Fully ferritic materi- als are appreciably more prone to the problem than ferritic/martensitic alloys, the adverse effect of precipitation being increased by the local grain growth in- herent in welding these steels. It has been suggested that the formation of grain boundary austenite, and hence marten- site (Refs. 54, 69), during a weld thermal cycle has a deleterious effect either by leading to increased strain in the sur- rounding lattice, or because the austen- ite has a lower chromium content than the matrix. The latter mechanism is not valid, since, with normal welding condi- tions and cooling rates, EDX analysis at TWl has shown the final martensite and ferrite to have vir tual ly the same chromium level. Moreover, welds which have suffered intergranular attack display no evidence of preferential corrosion of time martensite - - Fig. 34. Overall, there is no doubt that high niartensite contents are beneficial from the corrosion view- point, and apart from the high interphase boundary area, this is probably associ- ated with the higher solubility of carbon and nitrogen in austenite than in ferrite, together with the fact that, when nlarten- site formation occurs, it takes place at a temperature below the sensitizing range. Further, if precipitation then occurs on reheating in multipass welds, the "den- sity" wil l be reduced by the high number of nucleation sites within the martensite and at the martensite/ferrite boundaries. The extent of transformation to marten- site at welds is therefore important, and it must be recognized that, even though a

/00

80

50

4,0

20

0

5 10 15 20 " 2F 30 Keltmt~user ferrite ~dor

Fig. 35 - - Eftect o f c o m p o s i t i o n on .structure o f 12% Cr ter r i t ic /mar tens i t ic steels, x = base meta l (Ret: 27); ha tched area = H A Z data ob ta i ned at TWI. Ferri te l~ctor = Cr + 6 % S i + *%Ti + 4 % M o + 2 % A I + 4 % N b - 2 % M n 4 % N i - 40(C + N).

12%Cr steel may be two phase (ferrite and tempered nlartensite) in the an- nealed condition (Ref. 72), rapid cooling during welding can lead to retention of the ferrite formed at high temperature (Fig. 35) (Ref. 73). Direct analogy can be drawn with duplex ferrite/austenitic ma- terial (Ref. 40), and, in both cases, devel- opment of a predominantly ferritic struc- ture at welds increases the risk of intergranular corrosion in service.

The coarse grain structure normally produced in ferritic stainless steel weld metals can lead to unacceptable loss of toughness, as well as sensitization, and the materials are therefore sometimes welded with austenitic consumables. The activity of carbon and nitrogen wil l depend upon the levels of chromiun] and other elements, but if carbon and nitro- gen contents in an austenitic weld metal are appreciably higher than in the base metal, these elements wil l diffuse into the high-temperature HAZ (Ref. 74). This can promote precipitation of chromium car- bides or nitrides on cooling and thus loss of corrosion resistance in this area, and must be recognized by minimizing heat input or ensuring that the base metal is "overstabilized."

Intermetallic Phases

In the past, intermetallic formation in conventional austenitic stainless steels has been associated primarily with ex- tended cycles at between perhaps 500 ° 900°C, during PWHT or service (Ref. 54). More recently, it has become evident that significant precipitation of

intermetallics can occur in the course of welding, especially ill high-alloy austenitic and duplex steels, leading to loss of corrosion resistance. A number of intermetallic types has been identified, and, since they are highly alloyed and presumably resistant to direct corrosion in a wide range of media, it would seem that the precipitation has an adverse ef- fect by a depletion mechanism, analo- gous to that with carbide formation.

Intermetall ic precipitation in austenitic grades can be enhanced in weld metal by alloy element segregation, possibly contributing to the decreased corrosion resistance of autogenous weld metals (Ref. 32). Intermetallics can form also when high-molybdenum nickel- based filler metals are used, but joint be- havior remains controlled by the UMZ. Grain boundary intermetallic precipita- tion has been further observed in the HAZ of superaustenitic weldments (Ref. 75), although reduced corrosion resis- tance in this region is apparent only when solidif ication conditions have been such that the UMZ is m in im ized- - Fig. 36. Nonetheless, the effect renders it difficult to achieve weldment corrosion properties matching those of the base steel unless some form of PWHT is car- ried out for homogenization. Nitrogen retards intermetallic formation (Refs. 21, 76), and the problem may be ameliorated in new superaustenitic steels containing very high levels of nitrogen (circa 0.4-0.5%) for improved resistance to pit- ting and crevice corrosion in chloride media (Ref. 77).

The consequences of intermetall ic

WELDING RESEARCH SUPPLEMENT I 149-s

Page 16: Corrosion Behavior of Welded Stainless Steel

1

I

Fig. 36 - - FIAZ attack at weld in $31254 steel, 5X.

formation are very much more severe in duplex and especially superduplex grades (Ref. 78). The rapid diffusion in ferrite means that precipitate nucleation and growth can be extremely rapid (Figs. 37 and 38), and the concomitant deple- tion in chromium and molybdenum is sufficient to cause drastic loss in pitting resistance (Fig. 39), although with some- what less severe effect on general acid corrosion resistance (Ref. 79).

Intermetallic formation has been ex- tensively studied in the context of weld- ing superduplex stainless steels since it is seen as a major hindrance in obtaining optimum joint properties. Its reliable avoidance necessitates use of low arc en- ergy and very low interpass tempera- tures, which severely restricts overall joint completion rate (Ref. 46). Only a small amount of intermetallic phase can diminish pitting resistance (Ref. 80) - -

1000

1 • UNS $32304 | [] UNS $31803

1 UNS $32550 [] Modified UNS $32550: 3.8%Mo, 0.26%N

. ,800

S 600

D

2O0

0 10 "100 1000 10000

Time,see

Fig. 37 - - Time-temperature transformation curves for duplex stainless steels (Ref. 78). Intermetal l ic formation, 550 ° - 1000°C; (z', 300°-550°C.

Fig. 40. Indeed there is debate as to whether any inter- metallic formation at welds in superduplex steels is tolerable, yet it is difficult to see how it can be avoided entirely. Certainly, the rapid- ity of intermetallic formation (Fig. 37) makes it problematic to design welding consumables for su- perduplex steels that are overalloyed to a significant degree to mitigate the effects of partitioning during the ferrite/austenite

transformation (Ref. 53). Accordingly, nonmatching nickel-based fillers are being explored (Ref. 81), and, provided that adequate joint strength can be achieved, these may well prove of prac- tical advantage for superduplex steels.

The effect of intermetallic formation when welding duplex/superduplex steels has received particular attention with re- spect to pitting attack in chloride media. From data such as in Fig. 40, the need has been expressed for definition of a maxi- mum tolerable intermetallic volume frac- tion. This, however, is not the critical pa- rameter. The form of Equation 4 is of general application to describe the de- pleted zone round a precipitate particle. Both the width of a depleted region and the local reduction in alloy content will increase with increasing time in the pre- cipitation range, and pitting resistance

will thus depend on the maximum size of an intermetallic par- ticle, and not the vol- ume fraction.

Intermetallic for- mation in HAZs or weld metals of su- perduplex grades may readily reduce the CPT in a ferric chloride test by some 20°C (36°F), equiva- lent to a drop in PRE of about 7 units in the adjacent material (Fig. 6). Typical com- positions of inter- metallic phases are given in Table 5 (Refs. 82-85), and enrichment of a sigma particle in Cr and Mo would re-

Table 5 - - Reported Analyses (wt-%) for Intermetallic Phases in Duplex Stainless Steels (Refs. 80-82)

Phase Cr Mo Ni

Sigma 30 6 5 34 7 4 30 10 4

Chi 27 12 5 28 18 3

R 20 39 3 26 25 4

quire diffusion from a radius roughly two times that of the particle, to decrease the PRE by 7 units, i.e., a reduction of 2.3% Cr and 1.4% Mo in the ferrite. This as- sumes that sigma formation is controlled by diffusion in ferrite and the ferrite com- position. The fall in CPT in Fig. 40 is as- sociated with intermetallic particles some 0.5 to 1.0 IJm in diameter. The as- sociated volume of alloy depleted mate- rial of 1-2 pm radius is certainly large enough to constitute a stable pit nucleus (Ref. 9) and the observed effect on pitting resistance would be expected.

This represents an extreme case, since such a particle size requires a fairly ex- tended time in the precipitating tempera- ture range. Diffusion of Mo and Cr (Ref. 44) over 1 pm would involve several min- utes exposure at, say, 800°C (1472°F), equivalent to an arc energy of well over 2 kJ/mm (51 kJ/in.) on 12-ram (0.47-in.) plate, given room temperature "preheat." This arc energy would now be regarded as excessive, following procedural devel- opment trials over the last few years. From TTT curves such as in Fig. 37, intermetal- lic formation may be more rapid than in- dicated by bulk diffusion data, and it is likely that growth is influenced by faster phase boundary diffusion, which wil l modify the elemental depletion pattern and the ease of initiation of stable pitting. Nevertheless, a particle size of 0.1-0.2 lam could be attained with welding con- ditions deemed entirely acceptable for 22% Cr alloys, the concomitant alloy de- pletion being sufficient to reduce the CPT by perhaps 10°C (18°F). This particle width is at the limit of resolution by opti- cal microscopy, while, assuming contin- uous phase boundary precipitation and a ferrite/austenite lamellar width in the sub- critical HAZ of say 20-40 pm, the volume fraction would be less than 0.5%. Clearly, a weld procedure qualification specifica- tion requiring intermetallic phases to be below, say, 1% would not offer a safe- guard against loss of pitting resistance due to intermetallic precipitation during welding, and it is better to place reliance on actual corrosion testing.

150-s I MAY 1996

Page 17: Corrosion Behavior of Welded Stainless Steel

Discussion

The need to consider weldability is well recognized by steelmakers and has appreciably influenced alloy design in recent years, for example in the develop- ment of NAG austenitic steels and of cur- rent production duplex alloys. The in- dustrial importance of welding has further led to significant study of the fun- damental changes that take place during a welding cycle, with regard to solidifi- cation, partitioning and precipitation. Equally, factors contributing to passive film stability and breakdown have been increasingly researched, and in combi- nation the two lines of investigation have greatly clarified the practical effects of fu- sion welding on corrosion behavior of stainless steels.

Perhaps inevitably, the greater part of research directly aimed at corrosion properties of weldments has been in re- sponse to industrial problems. This has normally entailed identification of con- trolling metallurgical or process factors, followed by trials to optimize the key variables. This is well illustrated by the extensive work in the last two decades on the problem of sensitization of stainless steels and nickel alloys for nuclear power plants, which has led to a good under- standing of the interplay between mater- ial, welding and environmental factors and to demonstration of the effects of ap- plied stress upon passive film breakdown at chromium depleted areas (Ref. 62). The work has heightened awareness of the importance of the metal/environment potential in service relative to a pas- sive/active transition, and this concept is being increasingly employed in other in- dustrial regimes (Ref. 86),

Much of the recent work on corrosion of welds in stainless steels has entailed newly developed alloys, both super- austenitic and duplex grades. In the for- mer context, the practical significance of weld metal segregation and the fusion boundary UMZ is now well recognized. It remains to be seen if the latter can be controlled by design of filler metal to ob- tain a preferred freezing temperature range or by welding techniques giving more rapid pool stirring. It may be also that new high-nitrogen steels (circa 0.5%N) (Refs. 76, 77) in which segrega- tion of alloy elements may be rather dif- ferent (Ref. 15) will be less sensitive to the problem. If the unmixed zone can be negated, then, in high-alloy austenitic steels at least, weldment corrosion resis- tance is likely to be limited by inter- metallic formation. As a precipitation process, this should be controllable by use of suitable low arc energy and total

thermal cycle, albeit at some cost in pro- ductivity. One area which does not seem to have received attention is the conse- quence of the base metal solution treat- ment procedure. If the final anneal is set at too low a temperature, residual inter- metallic nuclei may remain, which could act to form particles during a weld ther- mal cycle, analogous to the problem of low-temperature sensitization of 300 se- ries alloys.

Turning to the duplex grades, the ad- vances in modeling alloy element parti- tioning (Refs. 42, 48) are extremely en- couraging. With current welding procedures, it would seem that the con- sequences of partitioning are most marked in consequence of secondary austenite formation (Ref. 47), and in many cases, the net corrosion resistance is dictated by the formation of this con- stituent. The general guidelines for weld- ing are understood in that secondary austenite is particularly likely to develop when a low arc energy root pass is re- heated by a high arc energy second run. This situation can be avoided by appro- priate design of the welding procedure. However, the propensity for secondary austenite formation depends also on the bulk material composition, for example

Fig. 38 - - SEM backscat- tered electron image showing intermetallic for- mation in a superduplex steel (Ref. 80).

the presence or absence of tungsten (Ref. 47), and further effort is required to clar- ify this effect. In superduplex steels espe- cially, the susceptibility to intermetallic formation is evident, and with present al- loys, it must be accepted that low arc en- ergy/interpass temperature conditions are required, although again with loss of productivity. A predictive model, as de- rived for sensitization of 300 series steels (Refs. 56-60), would be valuable, but would necessitate careful consideration of the range of intermetallic types and compositions formed in superduplex al- loys. More detailed quantification of the effects of welding is needed, since the recommendations for avoiding sec- ondary austenite and intermetallic phases are not entirely compatible. De- velopment of the equilibrium austenite content in a weld run so that there is lit- tle tendency for secondary austenite re- quires observance of a minimum arc en- ergy, whereas suppression of intermetallics will entail a restriction to the usable heat input.

The increased use of duplex steels has had a major effect on weldment testing requirements. In the past, the principal problem stemming from welding was weld decay, and this was controlled by

Fig. 39 - - Chlo- ride pitting due to phase bound- ary intermetallic formation in su- perduplex steel (Re£ 80), 200X.

WELDING RESEARCH SUPPLEMFNTI 151-~

Page 18: Corrosion Behavior of Welded Stainless Steel

Fig. 40 - - Effect of intermetallic precipitation in

superduplex stainless steels

on reduction in FeCI ~ pitting

resistance (Re£ 80).

601

0

I

specifying that the base steel should pass on intercrystalline corrosion test as in ASTM A262, fol lowing a simple isother- mal sensitizing heat treatment to simu- late a welding operation. This approach is not viable for avoidance of weld area attack in duplex steels, since both high and low heat input may be damaging, whi le it does not al low for loss of weld metal properties. Hence, it has now be- come the norm to include corrosion test- ing in weld procedure qualification, usu- ally involving ferric chloride solution at one or more temperatures. The tendency has been to specify conservative accep- tance criteria, and the need to pass such tests in practice had stimulated much of the basic work carried out on the weld- ing behavior of duplex steels.

The phi losophy of incorporat ing a corrosion test in stainless steel weld pro- cedure qual i f icat ion requirements is gaining wider acceptance. However, it means that study is needed of the practi- cal consequences of a welding cycle on corrosion behavior, in terms of the rela- tionship between short tests and longer term operation. To illustrate the point, whi le intermetallic precipitation in su- perduplex steels has an adverse effect in chloride media at fairly high potential (exemplified by the ferric chloride test method), the critical size of the pit nu- cleus to develop stable growth may well be higher in service media of lower oxi- dizing power, such as CO2-containing brines. If this is the case, then intermetal- lic formation wi l l be of less practical im- port than generally considered, provid- ing of course that it does not unacceptably reduce other service prop- erties, notably toughness. Clearly, it must be recognized that imposition of unreal- istically demanding test procedures may severely restrict the appl icat ion of welded stainless steels and incur appre- ciable economic penalty.

Concluding Remarks

A review has been carried out of a re-

I I a

1

4 l n ~ l i c . %

m

5

cent study on the effects of fusion weld- ing on the corrosion resistance of stain- less steels. Reference has been made to ferritic, martensitic and austenitic alloys and to dual-phase grades. In all cases, concern attaches primarily to the stabil- ity of the passive film and the effects have been addressed of 1) segregation during sol idi f icat ion, 2) part i t ioning during phase changes, and 3) precipitation of second-phase particles. Advances have stemmed from fundamental metallurgi- cal and corrosion studies, and from prac- tical procedural development trials, es- pecially on recently developed alloys.

Service behavior wi l l be determined also by factors such as the degree of residual oxide present on the joint on en- tering service (Ref. 46), and study re- mains necessary so that base metal cor- rosion resistance can be rel iably obtained at welded joints and unforeseen service failures are avoided. Nonethe- less, a good level of understanding has been established, and in most cases quantitative recommendations on weld- ing procedures can be made to obtain optimum corrosion resistance at fusion weld joints.

Acknowledgments

The author thanks colleagues at TWl and associates throughout the world for their detailed study of stainless steels, for their published papers and for many in- formative discussions. Their work is gratefully acknowledged as the primary input of this paper.

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