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The Weldability of Steels

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Page 1: The Weldability of Steels

WTIA Technical Note No. 1

The Weldability of Steels

The WTIA National Diffusion Networks Project is supported by Federal, State and Territory Governments and Australian industry

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for the Welding Industry

What are they?An Expert Technology Tool (ETT) is a medium for diffusion and take-up of technological information based on global research and development (R&D) and experience to improve industry performance.

It can be formatted as a hard copy, software (fixed, interactive or modifiable), audiovisual (videos and sound tapes) or physical samples. It can be complemented by face-to-face interaction, on-site and remote assistance, training modules and auditing programs.

The diagram overleaf and the information below show how the WTIA has introduced a group of ETTs to help companies improve their performance.

ETTs and the SME – how can they help my Total Welding Management System?A Total Welding Management System (TWMS) is a major ETT with supporting ETTs created specifically to assist Australian industry, particularly those Small to Medium Enterprises (SMEs) that do not have the time or finance to develop an in-house system. These companies, however, are still bound by legal requirements for compliance in many areas such as OHS&R, either due to government regulation or to contract requirements. The TWMS developed by the WTIA can be tailor-made by SMEs to suit any size and scope of operation, and implemented in full or in part as required.

What is Total Welding Management?Total Welding Management comprises all of the elements shown in the left-hand column of the table shown overleaf. Each of these elements needs to be addressed within any company, large or small, undertaking welding, which wishes to operate efficiently and be competitive in the Australian and overseas markets.

The Total Welding Management System Manual (itself an Expert Technology Tool) created by the WTIA with the assistance of industry and organisations represented within a Technology Expert Group, overviews each of these elements in the left- hand column. It details how each element relates to effective welding management, refers to supporting welding-related ETTs, or, where the subject matter is out of the range of expertise of the authors, refers the user to external sources such as accounting or legal expertise.

Knowledge Resource BankThe other columns on the diagram overleaf list the Knowledge Resource Bank and show examples of supporting ETTs which may, or may not, be produced directly by the WTIA. The aim, however, is to assist companies to access this knowledge and to recognise the role that knowledge plays in a Total Welding Management System. These supporting ETTs may take any form, such as a Management System e.g. Occupational Health, Safety and Rehabilitation (OHS&R), a publication e.g. WTIA Technical Note, a video or a Standard through to software, a one-page guidance note or welding procedure.

Clearly, ETTs such as WTIA Technical Notes, various Standards, software, videos etc are readily available to industry.

The group of ETTs shown overleaf relate to a general welding fabricator/contractor. The ETT group can be tailor-made to suit any specific company or industry sector.

A company-specific Knowledge Resource Bank can be made by the company omitting or replacing any other ETT or Standard.

Total Welding Management for Industry SectorsTotal Welding Management Systems and the associated Knowledge Resource Banks are being developed for specific industry sectors, tailored to address the particular issues of that industry and to facilitate access to relevant resources. A company-specific Total Welding Management System can be made by the company adding, omitting or replacing any element shown in the left hand column, or ETT or Standard shown in the other columns. This approach links in with industry needs already identified by existing WTIA SMART Industry Groups in the Pipeline, Petrochemical and Power Generation sectors. Members of these groups have already highlighted the common problem of industry knowledge loss through downsizing, outsourcing and privatisation and are looking for ways to address this problem.

The concept of industry-specific Total Welding Management Systems and Knowledge Resource Banks will be extended based on the results of industry needs analyses being currently conducted. The resources within the Bank will be expanded with the help of Technology Expert Groups including WTIA Technical Panels. Information needs will be identified for the specific industry sectors, existing resources located either within Australia or overseas if otherwise unavailable, and if necessary, new resources will be created to satisfy these needs.

How to Access ETTsManagement System ETTs, whether they are the Total Welding Management Manual (which includes the Quality Manual), OHS&R Managers Handbook, Procedures, Work Instructions, Forms and Records or Environmental Improvement System, can be accessed and implemented in a variety of ways. They can be:• Purchased as a publication for use by industry. They may

augment existing manuals, targeting the welding operation of the company, or they may be implemented from scratch by competent personnel employed by the company;

• Accessed as course notes when attending a publicworkshop explaining the ETT;

• Accessed as course notes when attending an in-houseworkshop explaining the ETT;

• Purchased within a package which includes training andon-site implementation assistance from qualified WTIA personnel;

• Accessed during face-to-face consultation;• Downloaded from the WTIA website www.wtia.com.au

ETTs created by the WTIA are listed on page 42 of this Technical Note. Call the WTIA Welding Hotline on

1800 620 820 for further information.

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ELEMENTS:

1.  Introduction

2.  References

3.  Management System

4.  Management Responsibilities(including Risk Management)

5.  Document Control

6.  Production Planning

7.  Contracts

8.  Design

9.  Purchasing (including Sub-Contracting)

10.  Production & Service Operations

11.  Identification and Traceability

12.  Welding Coordination

13.  Production Personnel

14.  Production Equipment

15.  Production Procedures

16.  Welding Consumables

17.  Heat Treatment

18.  Inspection and Testing

19.  Inspection, Measuring and Test Equipment

20.  Non-Conforming Product

21.  Corrective Action

22.  Storage, Packing and Delivery

23.  Company Records

24.  Auditing

25.  Human Resources

26.  Facilities

27.  Marketing

28.  Finance

29.  OHS&R

30.  Environment

31.  Information Technology

32.  Innovation, Research and Development

33.  Security

34.  Legal

AS/NZS ISO 9001AS/NZS ISO 3834

AS 4360

TOTAL WELDING MANAGEMENT SYSTEM MANUAL

ETT: MS01(Including Welding Quality

Management System)

TN19 Cost Effective Quality Management

TN6 Control of Lamellar TearingTN8 Economic Design of WeldmentsTN10 Fracture MechanicsTN12 Minimising CorrosionTN13 Stainless Steels for Corrosive EnvironmentsTN14 Design & Construction Steel Bins

AS 4100AS 1210BS 7910

TN1 Weldability of SteelsTN2 Successful Welding of AluminiumTN4 Hardfacing for the Control of WearTN5 Flame Cutting of SteelsTN9 Welding Rates in Arc WeldingTN11 Commentary on AS/NZS 1554TN15 Welding & Fabrication Q&T SteelsTN16 Welding Stainless SteelsTN17 Automation in Arc WeldingTN18 Welding of CastingsTN21 Submerged Arc Welding Videos – Welding Parts A & B PG02 Welding of Stainless Steel

TN19 Cost Effective Quality Management

AS/NZS 1554

AS 1988

ISO 14731

TN1 The Weldability of SteeTN9 Welding Rates in Arc WeldinglTN19 Cost Effective Quality Management

TN3 Care & Conditioning of Arc Welding Consumables

AS 4458

PG01 Weld Defects AS 2812

TN20 Repair of Steel Pipelines AS 2885

TN19 Cost Effective Quality Management

TN7 Health & Safety in WeldingTN22 Welding Electrical Safety Fume Minimisation Guidelines Video – Fume Assessment

TN23 Environmental Improvement Guidelines for Welding

AS 4804

AS/NZS 14001

MS02 OHS&R – Managers HandbookMS03 OHS&R – ProceduresMS04 OHS&R – Work InstructionsMS05 OHS&R – Forms & Records

MS06 Environmental Improvement MS

ETTs: MANAGEMENT SYSTEMS ETTs: OTHER RESOURCES ETTs: STANDARDS

KNOWLEDGE RESOURCE BANKi.e. resources for the Total Welding Management System

TOTAL WELDING MANAGEMENT SYSTEMsupported by KNOWLEDGE RESOURCE BANK

Note 1: Examples of ETTs listed are not all-embracing and other ETTs within the global information supply can be added.

Note 2: Dates and titles for the ETTs listed can be obtained from WTIA or SAI

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This Technical Note:• �sarev�s�onofTechn�calNote1–1996Ed�t�on• �s �ntended to ass�st welders, fabr�cators, superv�sors, �nspectors and des�gners on the weld�ng and

weldab�l�tyofsteelspresently�n-serv�ce�nAustral�a;• hasbeenpreparedbyWTIAunderthed�rect�onof�tsProjectPanel2;“Weld�ngMetallurgy”,currently

cons�st�ngof:MrR�ckKuebler–L�ncolnElectr�cCo.(Aust)PtyLtd–ConvenerMrRussellBarnett–B�salloySteelsPtyLtdMrIanBrown–Un�vers�tyofAdela�deMrBruceCannon–BlueScopeSteelLtdMrHaydenDagg–OneSteelMarketM�llsMrAl�sta�rForbes–BOCGasesAustral�aLtdMrBruceHamm–HRLTechnologyPtyLtdMrPeterHoward–CBIConstructorsPtyLtdDrHu�j�nL�–Austral�anNuclearSc�enceandTechnologyOrgan�sat�on(ANSTO)ProfValer�eL�nton–Un�vers�tyofAdela�deDrDav�dNolan–Un�vers�tyofWollongongDrRobertPh�ll�ps–DefenceSc�enceandTechnologyOrgan�sat�on(DSTO)MrM�keP�trun–HRLTechnologyPtyLtdMrGlenSloan–ASCPtyLtdMrIanSqu�res–ConsultantDrPaulStathers–Austral�anNuclearSc�enceandTechnologyOrgan�sat�on(ANSTO)DrZoranSterjovsk�–DefenceSc�enceandTechnologyOrgan�sat�on(DSTO)MrPh�lStubb�ngton–Spec�al�sedWeld�ngProductsMrBr�anTurvey–ASCPtyLtdMrBushanSalunke–WTIAProfIanHenderson–WTIA

AcknowledgmentsTheWTIAgratefullyacknowledgesthecooperat�onofBlueScopeSteelLtd,L�ncolnElectr�cCo.(Aust)PtyLtdandtheDSTO�ntherev�s�onofth�snote.Inpart�cular,WTIAacknowledgesthecontr�but�onsmadebyMrBruceCannon,MrR�ckKuebler,MrIanSqu�resandDrZoranSterjovsk�.

Future RevisionsTh�sTechn�calNotew�llberev�sedfromt�metot�meandcommentsa�medat�mprov�ng�tsvalueto�ndustryw�llbewelcome.

DisclaimerWh�leeveryefforthasbeenmadeandallreasonablecaretakentoensuretheaccuracyofthemater�alconta�nedhere�n,theauthors,ed�torsandpubl�shersofth�spubl�cat�onshallnotbeheldtobel�ableorrespons�ble�nanywaywhatsoeverandexpresslyd�scla�manyl�ab�l�tyorrespons�b�l�tyforanylossordamagecostsorexpenseshowsoever�ncurredbyanypersonwhetherthepurchaserofth�sworkorotherw�se�nclud�ngbutw�thoutanywayl�m�t�nganylossordamagecostsorexpenses�ncurredasaresultofor�nconnect�onw�ththerel�ancewhetherwholeorpart�albyanypersonasaforesa�duponanypartofthecontentsofth�sExpertTechnologyTool.

Shouldexpertass�stanceberequ�red,theserv�cesofacompetentprofess�onalpersonshallbesought.

© Copyright WTIA 2006Th�swork�scopyr�ght.Apartfromanyuseperm�ttedundertheCopyr�ghtAct1968,nopartmaybereproducedbyanyprocessw�thoutwr�ttenperm�ss�onfromtheWeld�ngTechnologyInst�tuteofAustral�a,POBox6165,S�lverwater,NSW,Austral�a1811.

Nat�onalL�braryofAustral�acardnumberandISBN1920761306

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ContentsChapters Page

1. Introduct�on............................................................................................... 1

2. Scope......................................................................................................... 2

3. Confidence�nPreheatRecommendat�ons................................................ 3

4. GroupNumberDeterm�nat�onandRelat�veWeldab�l�ty.......................... 5

5. Comb�nedTh�ckness................................................................................. 7

6. Weld�ngEnergyInput............................................................................... 9

7. HydrogenControlandWeld�ngProcesses.............................................. 10HydrogenControlledConsumablesand

LowHydrogenWeld�ngProcesses.................................................. 10NonHydrogenControlledConsumables&Weld�ng........................... 10Ant�-SpatterMater�als......................................................................... 10

8. PreheatandPostheatRequ�rements........................................................ 11PreheatTemperature............................................................................. 11InterpassTemperature........................................................................... 11PreheatforWeld�ng�nLowAmb�entTemperatureEnv�ronment........ 11MeasurementofPreheatTemperature.................................................. 11Preheat�ngMethods.............................................................................. 11Standard�sedPreheat............................................................................ 12Un�formandLocalPreheat................................................................... 12Cool�ngafterweld�ng.......................................................................... 12Post-heat�ng......................................................................................... 12

9. ProcedureforDeterm�n�ngPreheatandM�n�mumWeld�ngEnergyInput........................................................ 13

9.1 GeneralProcedure........................................................................... 13

10. PreheatDeterm�nat�onforWeld�ngL�ne-p�peSteelsw�thE4110andE4111Electrodes.............................................................. 30

ControlledMult�-runWeld�ng................................................................ 30

11. Relaxat�onofRecommendat�ons............................................................ 32

Append�xA–Bas�sofRecommendat�ons.................................................... 33

Append�xB–HydrogenLevels.................................................................... 34

Append�xC–TheAffectsofSulphurandBorononPreheatRequ�rements............................................................. 35

Append�xD–Alternat�veMethodsforCalculat�ngWeld�ngEnergyInput......................................... 36

Append�xE–References.............................................................................. 41

L�stofWTIATechn�calNotes....................................................................... 42

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W T I A – T E C H N I C A L N O T E 1 P A G E 1

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Theabovedefin�t�on�mpl�esmanys�gn�ficantfactors,however,oneofthemost�mportant�nweld�ngofsteels�stheadopt�onofweld�ngprocedureswh�chw�llsecure�ntegr�ty�ntheHeat-AffectedZone(HAZ)toensurethatthestructurew�lladequatelyach�eve�ts�ntendedserv�ceperformance.

Theuseofpre-heatpr�ortoweld�ng�san�ndustrystandardpract�cetocontrolthe�ntegr�tyoftheHAZ.Th�sdocumentprov�desthegu�del�nesnecessarytodeterm�nethelevelofpre-heatrequ�red.

TheTechn�calNote�sarev�s�onofthe1996ed�t�on.

Exper�ence�nd�catesthatthere�sacont�nu�ngdemandfrom �ndustry forup-to-datepract�calgu�danceon theweldab�l�tyofsteels.Th�s�spart�cularlyso�nv�ewofthe�ncreasedrangeofsteelsnowused�nAustral�aandthenewsteelsandspec�ficat�onsrecently�ntroduced.Thedemandalsoar�sesfromconfl�ct�ngdatafromanumberofsources,wh�ch�nd�catestheneedforsoundlybased�nformat�onon the levelofpre-heat�ngrequ�redundervar�ousweld�ngcond�t�ons.

Weldab�l�ty �s defined �nAustral�an StandardAS2812as‘Thecapac�tyofametaltobewelded,underthefabr�cat�oncond�t�on �mposed, �ntoaspec�fic,su�tablydes�gned structure and to perform sat�sfactor�ly �n the�ntendedserv�ce.’

C H A P T E R 1

IntroductIon

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P A G E 2 W T I A – T E C H N I C A L N O T E 1

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Scope

Th�s Techn�cal Note g�ves recommendat�ons for thecontrolofHAZhardnessandavo�danceofcoldcrack�ng�ncarbon,carbon-manganeseandlow-alloysteels.Coldcrack�ng may also be known as “Delayed Crack�ng”,“HydrogenInducedCrack�ng”,or“HydrogenAss�stedColdCrack�ng”.Th�sdocumentprov�desgu�del�nesonavo�danceofcoldcrack�ngandontheweldab�l�tyandpre-heatrequ�rementsofconstruct�onalsteelsbasedonthefollow�ngfactors(Reference1):1) CarbonEqu�valentofthesteeland�tsrelatedGroup

Number;2) Th�ckness and jo�nt type of the weldment to be

fabr�cated;3) Weld�ng energy �nput prov�ded by the weld�ng

process;4) ExpectedHydrogencontentoftheweld�ngprocess.

Thedata�nth�sTechn�calNote�sappl�cabletothecommon arc weld�ng processes such as manual metalarcweld�ng(MMAW),gasmetalarcweld�ng(GMAW),fluxcoredarcweld�ng(FCAW),gastungstenarcweld�ng(GTAW),andsubmergedarcweld�ng(SAW).Notethatw�ththeuseofrun-ontabsandtheh�ghenergy�nputusedw�thelectroslagandelectrogasprocesses,preheat�ng�snotnormallyrequ�red.

The use of controlled weld�ng energy �nput andpreheatforthecontrolofnotchtoughness,jo�ntstrength,orfortheavo�danceofhotcrack�ng,�souts�dethescopeofth�sTechn�calNote.

The level of pre-heat �s dependent on the GroupNumber of the steel, the heat �nput appl�ed dur�ngweld�ng,thehydrogenlevel�ntheweldandthedegreeofrestra�nt.

TheGroupNumber system �n th�sTechn�calNotehas 12 groups arranged �n 0.05% Carbon Equ�valent�ncrementsrang�ngfrom<0.30to0.80andgreater.

Forfurthergu�dance�ntheweld�ngofsteelsotherthancarbon,carbon-manganeseandlowalloysteels,theuser�sreferredtotheWTIA’sTechn�calNotesasl�stedbelow:

(�) Weld�ng of quenched and tempered steels -Techn�calNote15;

(��) Weld�ngofsta�nlesssteels-Techn�calNote16;

(���). Weld�ngofcast�ngs-Techn�calNote18.

Forallothersteels,theuser�sadv�sedtocontacttheWTIAforadv�ceonweld�ngandweldab�l�ty.

C H A P T E R 2

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confIdence In preheat recommendatIonS

Thepreheatrecommendat�ons�nth�sTechn�calNoteforavo�danceofcoldcrack�ngarebasedon:

1. CarbonEqu�valent(CE)ofweldableconstruct�onalsteels;

2. Cons�derat�on of heat loss rate v�a equ�valent jo�ntth�ckness;

3. Weld�ngHeatInput(kJ/mm);

4. Hydrogenpotent�alofprocessandconsumables;

5. ControlledThermalSever�tytest(CTS)data(ReferBS7363forgu�dance);

6. HAZ hardness correlat�ons w�th cold crack�ngsuscept�b�l�ty;and,

7. Extens�veserv�ceexper�ence.

Althoughthepreheatrecommendat�onscanbeusedw�thah�ghlevelofconfidence, theycannotguaranteethatcrack�ngw�llneveroccur.

The preheat and weldab�l�ty recommendat�onsprov�deddonotover-r�detheobl�gat�ontodemonstratesu�tab�l�ty of weld�ng procedures through the useof procedure qual�ficat�on tests as prescr�bed by theappl�cable fabr�cat�on standards.Add�t�onally, �t �sassumedweld�ng�sperformedbycompetentwelderse.gcapableofcomply�ngw�ththem�n�mumrequ�rementsofAS/NZS1554.1Sect�on4.11.2WelderQual�ficat�ons.

Readers fam�l�ar w�th the concepts of GroupNumber (Sect�on 4), comb�ned th�ckness (Sect�on 5),weld�ngenergy�nput(Sect�on6),hydrogencontentofwelds(Sect�on7),preheatrequ�rements(Sect�on8)andassoc�atedl�m�tat�ons,canproceedd�rectlytoSect�on9of th�sTechn�calNote for �nstruct�onsondeterm�n�ngpreheatand/orm�n�mumweld�ngenergy�nput.

H�stor�callytheneedforpreheatdur�ngtheweld�ngofferr�t�csteelshasbeend�ctatedbythesuscept�b�l�tyof theHeatAffectedZone (HAZ) to cold crack�ng. Itwas assumed that procedures that prov�ded freedomfrom HAZ cold crack�ng also prov�ded freedom fromcoldcrack�ng�ntheweldmetal.Consequently,current

weld�ngStandardsandWTIATechn�calNote1arebasedent�relyontheavo�danceofHAZcrack�nganddonotprov�degu�dancefortheavo�danceofcoldcrack�ng�ntheweldmetal.

Recentadvances�ntheproduct�onof‘clean’lowercarbonequ�valent steelshave reduced the r�skof coldcrack�ng �n the HAZ, and �n some �nstances, weldmetalcoldcrack�ng�smorel�kelythanHAZcrack�ng.Moreover,�t�sbecom�ngapparentthatsomemeasuresthatreducether�skofHAZcrack�ng,suchash�ghheat�nput, can �ncrease the r�sk of weld metal crack�ng,espec�allywhenweld�ngh�ghlyrestra�nedth�cksect�on(greaterthan20mm)structures.

Wh�lstthere�sacons�derableresearcheffortunderway �nvest�gat�ng th�s problem, the prevent�on andcontrolmechan�smsforweldmetalcrack�ngareyettobequant�fied.Typ�cally,weldmetalcrack�ng�stransversetotheweldd�rect�onandcanbee�thersub-surfaceorsurfacebreak�ng. Detect�on us�ng convent�onal rad�ograph�cand ultrason�c techn�ques �s somet�mes d�fficult andunrel�able.To detect such cracks ultrason�cally, �t �snecessarytoremovetheweldre�nforcementtoprov�deaflatsurfaceforprobeengagementandallowtheultrason�cbeam to reflect from the planar �mperfect�ons lay�ngtransversetothed�rect�onofweld�ng.

Incompar�sonw�thmanualmetalarcweld�ng,thefluxcoredarcweld�ngprocesshasanadd�t�onalsetofweld�ngparametersthat �nfluencethefinalweldmenthydrogencontent (Reference2).These �ncludeweld�ngvoltage,contactt�ptoworkd�stance,w�refeedspeed(current),polar�tyandthesh�eld�nggasesused.The�r�nteract�onsarecomplexandthemechan�smofthecoldcrack�ngthatmayresult�syettobefullydeterm�ned.Reducedcontactt�pwork�ngd�stanceand�ncreasedweld�ngcurrentreducethe t�me the w�re spends �n the res�st�ve heat�ng zonethereby�ncreas�ngthefinalweldmetalhydrogencontentand�ncreas�ngther�skofcrack�ng.

L�kew�se,�t�sknownthat�nadd�t�ontoatmospher�ccond�t�ons (Reference 3), surface contam�nants (seeChapter7ofth�sTechn�calNote),remnantlubr�cantson

C H A P T E R 3

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P A G E � W T I A – T E C H N I C A L N O T E 1

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w�refromthemanufactur�ngprocess,andres�duefromspatterreleaseflu�ds(Reference4),decompose�nthearcandra�setheweldmetalhydrogenlevels,evenwhenus�ngverylowhydrogen(H5)weld�ngconsumables.

Coldcrack�ngtyp�callyoccursw�th�n24to48hoursof the complet�on of weld�ng (Reference 5), but may

occurmanydaysaftertheweldhasbeencompleted(onerecent�nc�dent�nh�ghstrengthweldmetaloccurred30daysafterweld�ng).Them�n�mumt�medelayrequ�redpr�ortofinalnon-destruct�veexam�nat�onbe�ngcarr�edoutaftercomplet�onofweld�ngshouldthereforebeg�venappropr�atecons�derat�on.

C H A P T E R 3

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C H A P T E R 4

Group number determInatIon and relatIve WeldabIlIty

TheGroupNumberconceptforsteels�sbasedonagrad�ngder�vedfromthesteelschem�calcompos�t�onIthasbeen�ntroducedforthe�dent�ficat�onoftherelat�veweldab�l�tyofsteelsnormallyusedbyAustral�anIndustry.

The Group Number system used �s presented �nTable4.1,and�sbasedontheCarbonEqu�valent(CE)calculated from the Internat�onal Inst�tute ofWeld�ng(IIW)formula:

CEQ=C+Mn+Cr+Mo+V+N�+Cu 6 5 15

The IIW formula does not �nclude e�ther SulphurorBoron.Theseelementsared�scussed�nAppend�xC.AstheCE�ncreases,therelat�veweldab�l�tydecreases,�nvok�ng the recommendat�on for use of hydrogencontrolledweld�ngprocessesthroughtopostweldstressrel�ef, and assoc�ated removal of d�ffus�ble hydrogenfromweldzones.

Table �.1 relationship Between Carbon Equivalent and Group Number and Weldability

Carbon Equivalent Group Number Weldability *

below 0.30 1 O0.30 to below 0.35 2 O0.35 to below 0.40 3 O0.40 to below 0.45 4 H/O0.45 to below 0.50 5 H/O0.50 to below 0.55 6 H0.55 to below 0.60 7 H0.60 to below 0.65 8 HSCSR0.65 to below 0.70 9 HSCSR0.70 to below 0.75 10 HSCSR0.75 to below 0.80 11 HSCSR

0.80 and above 12 NR

Theallocat�onofGroupNumbertoasteel�sdescr�bed�nTable4.2nextpage.

* Key to weldability

O – Any electrode type or welding process is satisfactory.

H/O – Hydrogen controlled electrodes or semi-automatic processes are recommended, but rutile or other electrodes maybe used.

H – Hydrogen controlled electrodes or semi-automatic or automatic processes are essential for good welding.

SC – Slow cooling from welding or preheat temperature is recommended.

SR – Postweld heat treatment (stress relief) is suggested for high quality work, particularly where severe service conditions apply to the component.

NR – Welding is generally not recommended.

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  P A G E   �   W T I A   –   T E C H N I C A L   N O T E   1

Table 4.2  Allocation Group Number for Steel

Situation Allocation

1 Standard steel of known Specification. Heat or Product Analysis may not be known.

Refer to Table 9.1 for the Group Number

2 Steel (listed in Table 9.1) of known heat analysis. Calculate the CEQ and add 0.01 to the value, then select the Group Number from Table 4.1.

3 Product Analysis known for the steel and composition within the range of Table 9.1.

Calculate the CEQ and add 0.02 to the value and then select the Group Number from Table 4.1.

4 Steel of known heat analysis but specification not listed in Table 9.1.

Calculate CEQ and add 0.02 to the value, then select the Group Number from Table 4.1.

5 Steel to a Specification not listed in Table 9.1, but within the composition range covered by the Table. Specific heat / product analysis unknown. a) C, C-Mn, or C-Mn-Microalloy

b) Low alloy steel

a) Calculate CEQ based on maximum specification limits, then obtain the Group Number from Table 4.1. b) Calculate CEQ based on maximum specification limits, and then use 0.85 of this value to obtain the Group Number from Table 4.1.

Note: 1. The product analysis method is only valid for analyses determined using precision laboratory methods operating in tightly controlled calibrated circumstances. The usage and suitability of the statistically based safety factor given for analysis variation (0.02) has not been established for analyses determined using portable spectrographic equipment.

2. The suitability of using the heat analyses and product analyses methods for preheat determination has not been established for castings. Reference should be made to WTIA Technical Note 18 for preheat determination.

C H A P T E R 4

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combIned thIckneSS

Theconceptofcomb�nedth�ckness�srequ�redtoaddressthecool�ngrate,causedbytheabutt�ngormat�ngsect�onsform�ngaweldjo�nt.Thecomb�nedth�ckness�sshownforarangeofjo�nts�nF�gure5.1andcalculatedus�ngtheformula:

TC=t1+t2+t3+t4Partstobejo�nedwh�charelessthan75mmw�de,

have a l�m�ted heat capac�ty. The use of the�r fullth�ckness�ndeterm�n�ngcomb�nedth�cknessmayleadtothecalculat�onofunnecessar�lyh�ghpreheat.Amoreappropr�ateest�mat�onofeffect�vecomb�nedth�cknessmaybemadebyassum�ngthatthepartlessthan75mmw�de �s replaced by a plate 75 mm w�de of the samecross-sect�onasshown�nF�gure5.2below.Theformulatocalculatetheeffect�veth�ckness�s:

TE= Wxt 75

Where

W�sthew�dthofthepart(lessthan75mm)

t�stheactualth�cknessofthepart.

TE�stheeffect�veth�cknessforcalculat�onpurposes

Forexample:

Figure �.2 – Effective combined thickness.

When bars or rod sect�ons are welded, often the�rw�dths or d�ameters are less than 75 mm, and anappropr�atemethodforcalculat�ngequ�valentth�ckness�s to equate the areas to a rectangular sect�on w�th aw�dthof75mm.Theformulatoconvertaroundsect�onofd�ameterd(�nmm)toaneffect�veth�ckness,TE,�sTE=0.01d2wh�ch�sder�vedby:

TE=pxd2

4x75

75 mm

t3 x 75 mm = t2 x W

t2

t1

W

Effective combined thickness equals t1 + t2 + W x t2

75

For welds between t1 and t2/t3, ignore t4 unless it is already welded to t2/t3.

For welds between t3 and t2, ignore t1 unless it is already welded to t2.

t1 = average thickness over 75 mm

75 mm

t1 t1

t1

t1 t1

t1

t2

t2

t2

t2

t2

t2

t3

t3

t3

t4

Figure �.1 – Calculation of combined thickness.

C H A P T E R 5

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C H A P T E R 5

For welded jo�nts us�ng permanent back�ng bars,anadjustment �nComb�nedTh�ckness �snotnormallycons�derednecessaryastherelat�ves�zeoftheback�ngbar�sverysmallandthushasm�n�malaffectoncool�ngrates.Ifthes�zeoftheback�ngbar�scons�dereds�gn�ficant,the techn�que shown �n F�gure 2 can be used to g�vean effect�ve th�ckness wh�ch �s then �ncluded whencalculat�ngthecomb�nedth�ckness.

Tocalculatethecomb�nedth�ckness,thenumberofheatpathsthatw�lleffecttheweldcool�ngrateneedtobedeterm�ned.(seeD�agram1)

Next add the var�ous part th�cknesses or effect�veth�cknesses to obta�n the comb�ned th�ckness. Forexample,forabuttweld�nequalth�cknessplateswouldhave a comb�ned th�ckness of 2t (�.e. tw�ce the plate

th�ckness)andforafilletweld�nequalsect�onplatesthecomb�nedth�ckness�sequ�valentto3t.

restraint

Thelevelofrestra�ntprov�dedfor�ntheserecommendat�ons�smoderate.Forjo�ntsw�thh�ghrestra�nt,e.g.jo�nts�nshort,th�ck,(andhencer�g�d)components,an�ncreaseup to 50°C over the calculated preheat temperature �sadv�sable.

Fit-Up

Jo�ntgaptolerancesarespec�fied�nAS/NZS1554.Wherethegapbetweenpartstobewelded�sverysmall,e.g.as�nclose-fitt�ngsmallmach�nedparts,somerelaxat�onofpreheattemperaturemaybeallowable.

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WeldInG enerGy Input

C H A P T E R 6

Forelectr�carcweld�ng,theweld�ngenergy�nput�sbasedonthefollow�ngformula:

Q=IxEx 60 s 1000

Where Q=weld�ngenergy�nput,kJ/mm

E=arcvoltage,V(RMSvaluefora.c.)

I = weld�ng current,A (RMS value for a.c.)

s=weld�ngspeed,mm/m�n

Arcvoltageandweld�ngcurrentcanoftenbereadofftheweld�ngmach�nedur�ngweld�ng.Externalvoltmetersandammetersspec�ficallyformeasur�ngweld�ngoutputs

can also be used.Travel speed �s generally measuredd�rectlybymeasur�ngthelengthofwelddepos�tedoverag�vent�me.

F�guresD1andD2�nAppend�xDarenomographstofac�l�tatecalculat�on,part�cularlyforsem�-automat�candautomat�cprocesses.F�guresD3toD6�nAppend�xDtranslateth�sformula�ntomorepract�caltermsformanualarcweld�ng,us�ngtheresultsofextens�ve�nvest�gat�ons(Reference4).

Theeffic�encyofheattransferfromtheweld�ngarctotheweldjo�nt�scons�deredonthebas�sofs�m�larweldsmadebythemanualmetalarcprocess.

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hydroGen control and WeldInG proceSSeS

C H A P T E R 7

Hydrogen Controlled Consumables and Low Hydrogen Welding Processes Hydrogencontrolledconsumablesproducelessthan15mL/100gofd�ffus�blehydrogen(HD)�ntheweldmetal.For thepurposeof th�sTechn�calNote, thecontrolledhydrogenprocesses�nclude:

1. ManualMetalArcWeld�ng(MMAW)us�ngEXX15,EXX16, EXX18, EXX28 and EXX48 electrodeshav�ngtyp�callyHD5-15mL/100gofdepos�tedweldmetal;

2. GasTungstenArcWeld�ng(GTAW)hav�ngtyp�callyHD<1mL/100gofweldmetal;

3. GasMetalArcWeld�ng(GMAW)hav�ngtyp�callyHD<3mL/100gofdepos�tedweldmetal;

4. FluxCoredArcWeld�ng(FCAW)gassh�eldedus�ngseamlesscoredw�reelectrodeshav�ng typ�cally<5mL/100gofdepos�tedweldmetal;

5. FCAWgassh�eldedus�ngmetalcoredw�reshav�ngtyp�cally HD 5 – 10 mL/100g of depos�ted weldmetal;

6. FCAW gas sh�elded us�ng seamed cored w�reelectrodes hav�ng typ�cally HD5 – 15 mL/100g ofdepos�tedweldmetal;

7. FCAW self sh�elded us�ng seamed cored w�reelectrodeshashydrogenpotent�altyp�callyHD6-15mL/100gofdepos�edweldmetal;

8. SubmergedArcWeld�ng (SAW) typ�cally HD 3-8mL/100gofdepos�tedweldmetalprov�dednewdryflux�sused.

Dataforweld�ngw�thhydrogencontrolledfluxcoatedor cored consumables �nclude someallowance for thepresenceofal�m�tedmo�sturecontent,as�t�scons�dered

thatfulldry�ngoffluxestoverylowmo�sturelevels�snotalwaysach�evable.Consumablesforsem�-automat�candautomat�cprocessesareassumedtobeusedstr�ctly�naccordancew�ththemanufacturers’recommendat�ons.Also, all weld�ng must be carr�ed out on clean, drywork,freefromo�lorothersubstanceshav�nghydrogengenerat�on potent�al. For further �nformat�on refer tothe latest ed�t�on ofWTIA Techn�cal Note 3 “Careand Cond�t�on�ng ofArcWeld�ng Consumables” andAppend�xB.

Non Hydrogen Controlled Consumables & WeldingMMAW us�ng EXX10, EXX11, EXX12, EXX13 andEXX24 electrodes are cons�dered to be non hydrogencontrolled. In fact, cellulos�c electrodes (EXX10 andEXX11) generate cop�ous quant�t�es of hydrogen toproducethearccharacter�st�cforrootpassweld�ngofp�pejo�nts.

Also hydrogen controlled consumables that havenot been stored, dr�ed or used �n accordance w�thmanufactures’recommendat�onsoranyweld�ngprocesscarr�ed out us�ng contam�nated consumables or onmater�alscontam�natedw�tho�l,grease,waterorotherhydrocarbonconta�n�ngsubstancescanresult �nalossofhydrogencontrol.

Anti-Spatter materials Ant�-spatterspraysandl�qu�dsmustbeusedw�thpart�cularcaresoastoavo�dcontam�nat�nganyarea�norneartheweldzone.Suchcontam�nat�onw�ll �ncrease theweldmetalhydrogen level,wh�chmaytheng�ver�se to theoccurrence of HAZ cold crack�ng and other weld�ngdefects(Reference5).

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C H A P T E R 8

preheat and poStheat requIrementS

Preheat TemperaturePreheat�sthetemperatureofthejo�ntjustpr�ortobe�ngwelded.Th�s temperaturemustextendoverad�stanceat leastequaltotheth�cknessofeachpartat theweldbutnot less than75mmbothlaterallyand�nadvanceof the weld�ng of each run.The preheat temperaturesrecommended�nth�sTechn�calNotearem�n�mumvalues,but recommended preheat temperatures should not begreatlyexceededasth�sunnecessar�ly�ncreasescostandoftenresults�nexcess�ved�stort�on.

AS/NZS1554.1recommendsthatpreheattemperaturebema�nta�nedforthedurat�onofweld�ng,although�ncerta�n c�rcumstances �t may be acceptable for theweldmenttobereheatedtopreheattemperaturepr�ortorecommencementofweld�ngafteraprolongedbreak.

Preheat temperatures are actual weldment temper-atures, not �ncreases or d�fferent�als above amb�enttemperature.

Interpass TemperatureIn mult�pass weld�ng, the �nterpass temperature maysubstant�ally exceed the preheat temperature whereallowed by the appl�cat�on standard. The Weld�ngProcedure Spec�ficat�on should prov�de gu�dance onl�m�t�ng the �nterpass temperature, and the weld�ngoperatormayneedtostaggertheweld�ngpassestoallowtheworkp�ecetemperaturetoreducetoavaluebetweenthe preheat temperature and the max�mum �nterpasstemperature.

Preheat for Welding in Low Ambient Temperature EnvironmentWhentheamb�enttemperatureorparentmetaltemperature�sbelow0°C,theparentmetalshouldbepreheatedtoatleast25°Candma�nta�nedatoraboveth�stemperaturedur�ng weld�ng.W�th oxygen -fuel gas or a�r-propaneflamepreheat�ng,ah�gherm�n�mumpreheattemperature�s necessary (typ�cally 60°C) to ensure water vapourcondensat�on�savo�ded.

measurement of Preheat TemperaturePreheat temperature should be measured by e�thertemperature�nd�cat�ngcrayons,acontactthermometer,thermocoupleprobeorotheraccuratemeans,�mmed�atelypr�or tocommencementofweld�ng.Beforemeasur�ngthetemperatureofanysurfacebe�ngd�rectlyheated,theheat source should be removed to allow equal�s�ng oftemperature,�.e.1m�nforeach25mmth�cknessofthepart.Temperature�nd�cat�ngcrayonsmustnotbeappl�edtojo�ntsurfacestobepartoftheweldjo�nt.Gu�danceonthemeasurementofpreheat�snowava�lablev�atheStandardASISO13916(Reference6).

Preheating methodsPreheat�ng may be carr�ed out us�ng gas burners ortorches, electr�c elements, �nduct�on elements, electr�covens,orotherapprovedmethods,prov�dedtheyg�veasat�sfactorytemperatured�str�but�onanddonot�nterferew�thweld�ngoperat�ons.It�srecommendedthat,whereposs�ble,heat�ngbeappl�edtothebackofthesurfacestobeweldedtoensureadequateandreasonablyun�formtemperature,asshown�nF�gure8.1.

Figure �.1 Flame preheating to ensure through-thickness heating

Measure the temperatures here(Opposite face to flame)

75mm

75mm

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Standardised Preheat

Whereanumberofjo�ntsofmuchthesameth�cknessandmater�alaremade,astandardor“blanket”preheatmaybeadoptedforeaseofappl�cat�onandcontrol.

Uniform and Local Preheat

Therecommendat�ons�nth�sTechn�calNoteassumethatpreheat�sreasonablyun�form,�e:temperaturegrad�entsaresmallandthermalstresses�nduced�nthejo�ntoncool�ngaresmall.Th�soccurswherethewholecomponent,oracompletebandaroundthecomponentand�ncorporat�ngthejo�nt,�sheated,e.g.forabuttweld�nacolumn,thewholesect�onaroundthejo�nt�spreheated.Wherethepreheat �s appl�ed locally, e.g. tooneflangeonlyof acolumnorbeam,some�ncrease�npreheattemperaturemaybeneededtocounteractanycontract�onstressesoncool�ng.

C H A P T E R 8

Cooling after welding Cool�ng toamb�entafterweld�ng �scompletedshouldbereasonablyslowandun�form,comparablew�ththatobta�nedundernormalshopcond�t�ons.Wherecool�ngwouldbeacceleratedbyweathercond�t�onsorlocat�onetc.,forexampleonthebackofaplate,su�tableallowancesshould be made by �ncreased heat �nput, by h�gherpreheat�ng or by weather protect�on or blanket�ng theweldmenttoreducecool�ngrates�nspec�alc�rcumstances�nsulat�onmaybeuseful�nreduc�ngthenormalcool�ngrate.

Post-heating Ma�ntenanceofpreheattemperaturesafterweld�ngwhere�nd�cated�nTable3,orbetweenruns,w�llfurtherreducether�skofHAZcrack�ng,becaused�ffus�blehydrogencanmoreread�lyescapefromtheweldreg�on.Inspec�alcases�tmaybenecessarytoma�nta�npreheattemperaturesunt�lallweld�ng�scompletedandpostweldheattreatment(stressrel�ef)�s�n�t�ated.

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C H A P T E R 9

procedure for determInInG preheat and mInImum WeldInG enerGy Input

�.1 General Procedure

Tofindtheweld�ngenergy�nputorthepreheattemperaturerequ�redforusew�thapart�cularweld�ngprocessonapart�cularsteelweldment,thestepsg�venbelowneedtobefollowed.

It�s�mportanttonotethattackwelds,whethertheyaretobeult�mately�ncorporated�ntheweldornot,mustberegarded�nthesamemannerasproduct�onwelds.Ah�gherenergy�nputorpreheatmayberequ�redforshorttackweldstocompensatefortheacceleratedcool�ngrateassoc�atedw�thshortrunsonheavyweldments.

Where the steel to be welded �s l�ne p�pe steel,Chapter 10 should be cons�dered �n conjunct�on w�thth�sSect�on.Step 1: FromTable9.1,findtheGroup Numberforthe

steelgradeorcompos�t�on.Forjo�ntsconta�n�ngd�fferentsteels,usetheh�gherGroupNumber.Forsteelsnotl�sted�nTable9.1seeChapter4.

Step 2: Us�ng F�gure 5.1 �n Chapter 5, calculate theCombined Thicknessofthejo�nt.

Step 3: FromF�gure9.1,findtheclosestcurvetothe�n-tersect�onofCombined ThicknessandGroup Number.Th�scurvedes�gnatestheJoint Weld-ability Indexletter(A–L).

Combined Thickness TC

AS 3678Grade 350

AS 3678Grade 250

Group number

Jointweldabilityindex

12

11

10

9

8

7

6

5

4

3

20 10 20 30 40 50 60 70 80 90 100 110 120 and over

Figure �.1 Determination of preheat requirements for hydrogen controlled consumables and proces

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P A G E 1 � W T I A – T E C H N I C A L N O T E 1

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Step 4: Us�ngthe�nformat�ononprocessoperat�ngcon-d�t�ons(current,voltageandweld�ngspeed)�ntheWelding Procedure Specification,calculatethenom�nalWelding Energy Inputus�ngtheformula�nChapter6.

Step 5: From F�gure 9.2, for hydrogen controlledprocesses, or from F�gure 9.3, for other thanhydrogen controlled processes, and us�ng the

curvebear�ngthesameJoint Weldability IndexletterfoundfromStep3,readoffthePreheat Temperature for theWelding Energy Inputasdeterm�ned�nStep4.

Step 6: Pract�calweld�ngvar�ablescanbeselectedforamoreproduct�veWelding Energy Input tom�n�m�seorel�m�natetheneedforPreheat.

C H A P T E R 9

Jointweldabilityindex

Welding energy input kilojoule / mm of deposit

Pre

hea

t te

mp

erat

ure

°C

250

200

150

100

50

0 1 2 3 4

Figure �.2 Determination of preheat requirements for hydrogen controlled consumables and processes.

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C H A P T E R 9

Jointweldabilityindex

Welding energy input kilojoule / mm of deposit

Pre

hea

t te

mp

erat

ure

°C

250

200

150

100

50

0 1 2 3 4

Figure �.� Determination of preheat requirements for non-hydrogen controlled consumables and processes.

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C H A P T E R 9

Tab

le �

.1 S

teel

Sp

ecifi

cati

on

s an

d G

rou

p N

um

ber

s

WE

LD

AB

ILIT

Y

O –

Any

ele

ctro

de ty

pe o

r w

eldi

ng p

roce

ss is

sat

isfa

ctor

y. H

/O –

Hyd

roge

n co

ntro

lled

elec

trod

es o

r se

mi-a

utom

atic

pro

cess

es a

re r

ecom

men

ded,

but

rut

ile o

r ot

her

elec

trod

es m

ay b

e us

ed.

H

– H

ydro

gen

cont

rolle

d el

ectr

odes

or

sem

i-aut

omat

ic o

r au

tom

atic

pro

cess

es a

re e

ssen

tial f

or g

ood

wel

ding

.

SC

– S

low

coo

ling

from

wel

ding

or

preh

eat t

empe

ratu

re is

rec

omm

ende

d.

SR

– P

ostw

eld

heat

trea

tmen

t (st

ress

rel

ief)

is s

ugge

sted

for

high

qua

lity

wor

k, p

artic

ular

ly w

here

sev

ere

serv

ice

cond

ition

s ap

ply

to th

e co

mpo

nent

.

NR

– W

eldi

ng is

gen

eral

ly n

ot r

ecom

men

ded.

CE

Q –

IIW

Car

bon

Equ

ival

ent f

orm

ula

(see

Cha

pter

4).

AU

ST

rA

LIA

N S

TAN

DA

rD

SP

EC

IFIC

AT

ION

S

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

AS

10�

� –

1���

, Ste

el t

ub

es a

nd

tu

bula

rs fo

r o

rdin

ary

serv

ice

3O

AS

10�

�.1

– 20

02 S

teel

rai

ls

31 &

41

kg12

H S

C S

R0.

53/0

.69

0.60

/0.9

50.

15/0

.58

0.01

0.03

0.10

0.15

0.02

0.15

50, 6

0 &

68

kg12

H S

C S

R0.

66/0

.82

0.70

/1.2

50.

15/0

.58

0.01

0.03

0.10

0.15

0.02

0.15

AS

116

�-1�

�1 S

tru

ctu

ral S

teel

Ho

llow

Sec

tio

ns

Gra

de C

250,

C25

0L0

1O

0.12

0.50

0.05

0.01

0.10

0.25

Gra

de C

350,

C35

0L0

3O

0.20

1.60

0.25

0.10

(Nb

+ V

+ Ti

= 0

.15)

0.10

0.39

Gra

de C

450,

C45

0L0

3O

0.20

1.60

0.45

0.10

(Nb

+ V

+ Ti

= 0

.15)

0.35

0.39

AS

1��

2 –

1�� 2

Ho

t-ro

lled

bar

s an

d s

emi-

fin

ish

ed p

rod

uct

s A

S 1

���

– 20

0� C

old

-fin

ish

ed b

ars

Car

bo

n S

teel

s

1004

1O

0.06

0.25

/0.5

00.

10/0

.35

1006

1O

0.08

0.25

/0.5

00.

10/0

.35

1008

1O

0.10

0.25

/0.5

00.

10/0

.35

1010

1O

0.08

/0.1

30.

30/0

.60

0.10

/0.3

5

1016

2O

0.13

/0.1

80.

60/0

.90

0.10

/0.3

5

1020

2O

0.18

/0.2

30.

30/0

.60

0.10

/0.3

5

1021

3

O0.

18/0

.23

0.60

/0.9

00.

10/0

.35

1022

3

O0.

18/0

.23

0.70

/1.0

00.

10/0

.35

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C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

1030

5

H/O

0.28

/0.3

40.

60/0

.90

0.10

/0.3

5

1035

6

H0.

32/0

.38

0.60

/0.9

00.

10/0

.35

X10

388

H S

C S

R0.

35/0

.42

0.70

/1.0

00.

10/0

.35

1040

8

H S

C S

R0.

37/0

.44

0.60

/0.9

00.

10/0

.35

1045

9

H S

C S

R0.

43/0

.50

0.60

/0.9

00.

10/0

.35

1050

10

H S

C S

R0.

48/0

.55

0.60

/0.9

00.

10/0

.35

1055

11

H S

C S

R0.

50/0

.60

0.60

/0.9

00.

10/0

.35

1058

10

H S

C S

R0.

56/0

.63

0.35

/0.5

50.

10/0

.35

1060

12

H S

C S

R0.

55/0

.65

0.60

/0.9

00.

10/0

.35

1065

12H

SC

SR

0.60

/0.7

00.

60/0

.90

0.10

/0.3

5

1070

12

H S

C S

R0.

65/0

.75

0.60

/0.9

00.

10/0

.35

1080

12

NR

0.75

/0.8

80.

60/0

.90

0.10

/0.3

5

1084

12

NR

0.80

/0.9

30.

60/0

.90

0.10

/0.3

5

1095

12

NR

0.90

/1.0

30.

60/0

.90

0.10

/0.3

5

mer

chan

t Q

ual

ity

M10

203

O0.

15/0

.25

0.30

/0.9

00.

35

M10

305

H/O

0.25

/0.3

50.

30/0

.90

0.35

M10

408

H S

C S

R0.

35/0

.45

0.40

/0.9

00.

35

Fre

e-cu

ttin

g

X11

122

NR

H*

0.08

/0.1

51.

10/1

.40

0.10

1137

.00

7N

R H

*0.

32/0

.39

1.35

/1.6

50.

10/0

.35

1144

.00

10N

R H

*0.

40/0

.48

1.35

/1.6

50.

35

1146

.00

9N

R H

*0.

42/0

.49

0.70

/1.0

00.

10/0

.35

X11

4711

NR

H*

0.40

/0.4

71.

60/1

.90

0.10

/0.3

5

X11

M47

12N

R H

*0.

40/0

.47

1.60

/1.9

00.

10/0

.35

0.17

/0.1

5N

=0.0

09/0

.020

1214

.00

3N

R H

*0.

150.

80/1

.20

0.10

12L1

43

NR

H*

0.15

0.80

/1.2

00.

10

* If

wel

ding

has

to b

e ca

rrie

d ou

t on

free

-mac

hini

ng s

teel

s, b

asic

coa

ted

or s

peci

ally

form

ulat

ed e

lect

rode

s fo

r w

eldi

ng s

ulph

uris

ed s

teel

s sh

ould

be

used

.

Page 25: The Weldability of Steels

P A G E 1 � W T I A – T E C H N I C A L N O T E 1

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Car

bo

n-m

ang

anes

e st

eels

X13

155

H/O

0.12

/0.1

81.

40/1

.70

X13

205

H/O

0.18

/0.2

31.

40/1

.70

X13

256

H0.

23/0

.28

1.40

/1.7

0

X13

4010

H S

C S

R0.

38/0

.43

1.40

/1.7

0

X13

4511

H S

C S

R0.

43/0

.48

1.40

/1.7

0

Car

bo

n a

nd

Car

bo

n- m

ang

anes

e S

teel

s w

ith

sp

ecifi

ed p

rop

erti

es

U3

5H

/O0.

251.

40

U5

8H

SC

SR

0.35

/0.4

50.

50/1

.00

U6

9H

SC

SR

0.40

/0.5

00.

50/1

.00

U9

6H

0.15

/0.2

51.

30/1

.70

AS

1��

�-1�

�6, W

rou

gh

t A

lloy

Ste

els

Sta

nd

ard

Typ

e

X13

20 4

H/O

0.

18/0

.23

1.4/

1.7

0.1/

0.35

X33

126

H0.

10/0

.16

0.35

/0.6

00.

10/0

.35

3.00

/3.7

50.

70/1

.00

4037

7H

0.35

/0.4

00.

7/0.

90.

15/0

.35

0.2/

0.3

4130

9

H S

C S

R0.

28/0

.33

0.40

/0.6

00.

80/1

.10

0.15

/0.2

5

4140

12

H S

C S

R0.

38/0

.43

0.75

/1.0

00.

80/1

.10

0.15

/0.2

5

4150

12

H S

C S

R0.

48/0

.53

0.75

/1.0

00.

10/0

.35

0.80

/1.1

00.

15/0

.25

X43

1710

H S

C SR

0.

15/0

.20

0.40

/0.6

00.

10/0

.35

1.40

/1.7

01.

50/1

.80

0.25

/0.3

5

X43

3012

H S

C S

R0.

37/0

.44

0.55

/0.9

00.

10/0

.35

1.55

/2.0

00.

65/0

.95

0.20

/0.3

5

4340

11

H S

C S

R

0.38

/0.4

30.

60/0

.80

0.10

/0.3

51.

65/2

.00

0.70

/0.9

00.

20/0

.30

4620

6

H0.

17/0

.22

0.45

/0.6

50.

10/0

.35

1.65

/2.0

00.

20/0

.30

5120

7

H

0.17

/0.2

20.

70/0

.90

0.10

/0.3

50.

70/0

.90

5132

8

H S

C S

R

0.30

/0.3

50.

60/0

.80

0.10

/0.3

50.

75/1

.00

5140

11

H S

C S

R

0.38

/0.4

30.

70/0

.90

0.10

/0.3

50.

70/0

.90

5145

12

H S

C S

R

0.43

/0.4

80.

70/0

.90

0.10

/0.3

50.

70/0

.90

5155

12

H S

C S

R

0.50

/0.6

00.

70/1

.00

0.10

/0.3

50.

70/0

.90

Page 26: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 1 �

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

5160

12

H S

C S

R

0.55

/0.6

50.

70/1

.00

0.10

/0.3

50.

70/0

.90

6150

11

H S

C S

R

0.48

/0.5

30.

70/0

.90

0.10

/0.3

50.

15/0

.25

0.80

/1.1

0

8115

4

H0.

13/0

.18

0.70

/0.9

00.

10/0

.35

0.20

/0.4

00.

30/0

.50

0.08

/0.1

5

8617

6

H0.

15/0

.20

0.70

/0.9

00.

10/0

.35

0.40

/0.7

00.

40/0

.60

0.15

/0.2

5

8620

6

H0.

18/0

.23

0.70

/0.9

00.

10/0

.35

0.40

/0.7

00.

40/0

.60

0.15

/0.2

5

8660

12

H

SC

SR

0.55

/0.6

50.

75/1

.00

0.10

/0.3

50.

40/0

.70

0.40

/0.6

00.

15/0

.25

8740

9

H S

C S

R

0.38

/0.4

30.

75/1

.00

0.10

/0.3

50.

40/0

.70

0.40

/0.6

00.

20/0

.30

9255

12

H S

C S

R0.

50/0

.60

0.70

/1.0

51.

60/2

.20

9260

12

H S

C S

R0.

55/0

.65

0.70

/1.0

01.

80/2

.20

9261

12

H S

C S

R

0.55

/0.6

50.

70/1

.00

1.80

/2.2

00.

10/0

.25

X93

1510

H S

C S

R0.

12/0

.18

0.25

/0.5

00.

10/0

.35

3.90

/4.3

01.

00/1

.40

0.15

/0.3

0

X99

3112

H S

C S

R0.

27/0

.35

0.45

/0.7

00.

10/0

.35

2.30

/2.8

00.

50/0

.80

0.45

/0.6

5

X99

4012

H S

C S

R0.

36/0

.44

0.45

/0.7

00.

10/0

.35

2.30

/2.8

00.

50/0

.80

0.45

/0.6

5

Har

den

abili

ty ‘H

’ Typ

e

X13

20H

7H

0.17

/0.2

41.

30/1

.80

0.10

/0.3

5

X33

12H

8H

SC

SR

0.

10/0

.16

0.35

/0.6

00.

10/0

.35

3.00

/3.7

50.

70/1

.00

4130

H8

H S

C S

R

0.27

/0.3

30.

30/0

.70

0.10

/0.3

50.

75/1

.20

0.15

/0.2

5

4140

H11

H S

C S

R

0.37

/0.4

40.

65/1

.10

0.10

/0.3

50.

75/1

.20

0.15

/0.2

5

4150

H12

H S

C S

R0.

47/0

.54

0.65

/1.1

00.

10/0

.35

0.75

/1.2

00.

15/0

.25

X43

17H

10

H S

C S

R

0.15

/0.2

00.

40/0

.60

0.10

/0.3

51.

40/1

.70

1.50

/1.8

00.

25/0

.35

4340

H 1

2 H

SC

SR

0.37

/0.4

40.

55/0

.90

0.10

/0.3

51.

55/2

.00

0.65

/0.9

50.

20/0

.30

4620

H 5

H

0.17

/0.2

30.

35/0

.75

0.10

/0.3

51.

55/2

.00

0.20

/0.3

0

5120

H 6

H0.

17/0

.23

0.60

/1.0

00.

10/0

.35

0.60

/1.0

0

5132

H 8

H S

C S

R0.

29/0

.35

0.50

/0.9

00.

10/0

.35

0.65

/1.1

0

5145

H 1

0 H

SC

SR

0.42

/0.4

90.

60/1

.00

0.10

/0.3

50.

60/1

.00

6150

H 1

2H

SC

SR

0.47

/0.5

40.

60/1

.00

0.10

/0.3

50.

15/0

.25

0.75

/1.2

0

8115

H 6

H0.

12/0

.18

0.60

/0.9

50.

10/0

.35

0.20

/0.4

00.

30/0

.55

0.08

/0.1

5

8617

H 8

H S

C S

R0.

14/0

.20

0.60

/0.9

50.

10/0

.35

0.35

/0.7

50.

35/0

.65

0.15

/0.2

5

Page 27: The Weldability of Steels

P A G E 2 0 W T I A – T E C H N I C A L N O T E 1

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

8620

H 8

H S

C S

R0.

17/0

.23

0.60

/0.9

50.

10/0

.35

0.35

/0.7

50.

35/0

.65

0.15

/0.2

5

86B

30H

8 H

SC

SR

0.27

/0.3

30.

60/0

.95

0.10

/0.3

50.

35/0

.75

0.35

/0.6

50.

15/0

.25

8660

H 1

2 H

SC

SR

0.55

/0.6

50.

70/1

.05

0.10

/0.3

50.

35/0

.75

0.35

/0.6

50.

15/0

.25

8740

H 1

0H

SC

SR

0.

37/0

.44

0.70

/1.0

50.

10/0

.35

0.35

/0.7

50.

35/0

.65

0.20

/0.3

0

9260

H 1

0 H

SC

SR

0.55

/0.6

50.

65/1

.10

1.70

/2.2

0

9261

H 1

1 H

SC

SR

0.55

/0.6

50.

65/1

.10

1.70

/2.2

00.

05/0

.35

X93

15H

11

H S

C S

R0.

12/0

.18

0.25

/0.5

00.

10/0

.35

3.90

/4.3

01.

00/1

.40

0.15

/0.3

0

mec

han

ical

Pro

per

ty r

equ

irem

ents

X40

36 1

0H

SC

SR

0.

32/0

.40

1.30

/1.7

00.

10/0

.35

0.22

/0.3

2

4130

8 H

SC

SR

0.27

/0.3

30.

30/0

.70

0.10

/0.3

50.

75/1

.20

0.15

/0.2

5

4140

11

H S

C S

R0.

37/0

.44

0.65

/1.1

00.

10/0

.35

0.75

/1.2

00.

15/0

.30

4340

12 H

SC

SR

0.37

/0.4

40.

55/0

.90

0.10

/0.3

51.

55/2

.00

0.65

/0.9

00.

20/0

.35

X70

39 1

2 H

SC

SR

0.35

/0.4

30.

40/0

.65

0.10

/0.3

51.

40/1

.80

0.15

/0.2

5

X72

32 1

2 H

SC

SR

0.28

/0.3

50.

40/0

.70

0.10

/0.3

52.

80/3

.30

0.40

/0.6

0

X99

31 1

2 H

SC

SR

0.27

/0.3

50.

45/0

.70

0.10

/0.3

52.

30/2

.80

0.50

/0.8

00.

45/0

.65

X99

40 1

2H

SC

SR

0.

36/0

.44

0.45

/0.7

00.

10/0

.35

2.30

/2.8

00.

50/0

.80

0.45

/0.6

5

AS

1��

� –

1�� 1

Ho

t-ro

lled

sp

rin

g s

teel

s

Sta

nd

ard

Ste

els

K10

70S

12H

SC

SR

0.65

/0.7

50.

60/0

.90

0.10

/0.3

5

K10

82S

12N

R0.

78/0

.90

0.60

/0.9

00.

10/0

.35

K10

95S

12N

R0.

90/1

.03

0.40

/0.7

00.

10/0

.35

XK

5150

S12

H S

C S

R0.

48/0

.55

0.70

/1.0

00.

10/0

.35

0.70

/0.9

0

XK

5155

S12

H S

C S

R0.

50/0

.60

0.70

/1.0

00.

10/0

.35

0.70

/0.9

0

XK

5160

S12

H S

C S

R0.

55/0

.65

0.70

/1.0

00.

10/0

.35

0.70

/0.9

0

XK

8660

S12

H S

C S

R0.

55/0

.65

0.70

/1.0

00.

10/0

.35

0.40

/0.7

00.

40/0

.70

0.15

/0.2

5

XK

9258

S12

H S

C S

R0.

50/0

.65

0.70

/1.0

51.

60/2

.20

XK

9261

S12

H S

C S

R0.

55/0

.65

0.70

/1.0

01.

80/2

.20

Page 28: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 2 1

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Har

den

abili

ty ‘H

’ Gra

des

K51

60H

S 1

2H

SC

SR

0.55

/0.6

50.

65/1

.10

0.10

/0.3

50.

60/1

.00

K51

B60

HS

12

H S

C S

R0.

55/0

.65

0.65

/1.1

00.

10/0

.35

0.60

/1.0

0

K86

60H

S 1

2H

SC

SR

0.55

/0.6

50.

70/1

.05

0.10

/0.3

50.

35/0

.75

0.35

/0.6

50.

15/0

.25

AS

1��

0 –

1���

Ste

el t

ub

es fo

r m

ech

anic

al p

urp

ose

s

Gra

de C

200,

H20

01

O0.

15C

+ M

n/6

= 0.

25

Gra

de C

250,

H25

0, C

450

4O

0.25

C +

Mn/

6 =

0.42

Gra

de C

350,

H35

0 5

H/O

0.22

1.60

0.50

C +

Mn/

6 =

0.45

AS

1��

� –

1���

Ste

el p

late

s fo

r b

oile

rs a

nd

pre

ssu

re v

esse

ls

Gra

de 5

– 4

90 N

or

A5

H/O

0.24

0.90

/1.7

00.

600.

01//0

.07

0.48

Gra

de 7

– 4

30 R

, N, T

, A4

O0.

220.

50/1

.60

0.50

0.01

0.45

Gra

de 7

– 4

60 R

, N, T

, A4

O0.

200.

90/1

.70

0.60

0.01

0.45

Gra

de 7

– 4

90 R

, N, T

, A5

H/O

0.22

0.90

/1.7

00.

600.

010.

48

AS

1��

�-20

02, H

ot-

r olle

d fl

at p

rod

uct

s

An

alys

is G

rad

es

HA

1006

*1

O0.

080.

400.

030.

350.

300.

100.

350.

29

HA

1010

*1

O0.

08/0

.13

0.30

/0.6

00.

030.

350.

300.

100.

350.

29

HA

1016

*3

O0.

12/0

.18

0.60

/0.9

00.

030.

350.

300.

100.

350.

39

HX

A10

16*

3O

0.12

/0.1

80.

80/1

.20

0.03

0.35

0.30

0.10

0.35

0.39

HK

1042

*8

HS

CS

R0.

39/0

.47

0.60

/0.9

00.

500.

350.

300.

100.

35

HK

10B

55*

11H

SC

SR

0.50

/0.6

00.

60/0

.90

0.50

0.35

0.30

0.10

0.35

HX

K15

B30

8H

SC

SR

0.25

/0.3

31.

500.

500.

501.

200.

500.

350.

64

HK

1073

*12

HS

CS

R0.

68/0

.78

0.70

/1.0

00.

500.

350.

300.

100.

35

* C

u+N

i+C

r+M

o m

ust b

e le

ss th

an o

r eq

ual t

o 1%

Page 29: The Weldability of Steels

P A G E 2 2 W T I A – T E C H N I C A L N O T E 1

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Fo

rmab

ility

, Str

uct

ura

l an

d W

eath

er-r

esis

tan

t G

rad

es

HA

1*1

O0.

130.

500.

030.

01**

0.15

0.15

0.05

0.15

HA

3*1

O0.

080.

400.

030.

01**

0.15

0.15

0.05

0.15

HA

4N*

1O

0.08

0.40

0.03

0.01

**0.

150.

150.

050.

15

HA

200*

1O

0.15

0.60

0.35

**0.

150.

150.

050.

150.

29

HA

250,

HU

250*

3O

0.20

1.20

0.35

**0.

250.

250.

050.

250.

39

HA

250/

1*1

O0.

130.

600.

030.

01**

0.10

0.10

0.04

0.10

0.25

HA

300,

HU

300*

3O

0.20

1.60

0.35

**0.

250.

250.

050.

250.

39

HA

300/

1, H

U30

0/1*

3O

0.20

1.60

0.35

**0.

250.

250.

050.

250.

39

HA

350*

4H

/O0.

201.

600.

350.

10**

*0.

250.

250.

050.

250.

44

HW

350

5H

/O

0.15

1.60

0.15

/0.7

50.

10**

*0.

550.

35/1

.05

0.15

/0.5

00.

54

HA

400*

4H

/O0.

201.

600.

350.

10**

*0.

250.

250.

050.

250.

44

* C

u+N

i+M

o m

ust b

e le

ss th

an o

r eq

ual t

o 0.

6%**

Nb+

V m

ust b

e le

ss th

an o

r eq

ual t

o 0.

030%

***

Nb+

V+

Ti m

ust b

e le

ss th

an o

r eq

ual t

o 0.

15%

Ext

ra F

orm

abili

ty G

rad

es

XF

300

3O

0.16

1.60

0.35

**

0.15

0.15

0.10

0.15

0.39

XF

400

4O

0.11

1.60

0.35

0.10

**0.

150.

700.

100.

150.

39

XF

500

4H

/O0.

111.

800.

350.

10**

0.15

0.70

0.10

0.15

0.44

* N

b+V

mus

t be

less

than

or

equa

l to

0.03

0%**

Nb+

V+

Ti m

ust b

e le

ss th

an o

r eq

ual t

o 0.

153

AS

/NZ

S 1

���

– 1�

��, C

old

-ro

lled

, un

allo

yed

, ste

el s

hee

t an

d s

trip

An

alys

is G

rad

es

CA

1010

1O

0.08

/0.1

30.

30/0

.60

0.03

0.35

*0.

300.

100.

35

CK

10B

5511

HS

CS

R0.

50/0

.60

0.60

/0.9

00.

500.

35*

0.30

0.10

0.35

CK

1073

12H

SC

SR

0.68

/0.7

80.

70/1

.00

0.50

0.35

*0.

300.

100.

35

* C

u+N

i+C

r+M

o m

ust b

e le

ss th

an o

r eq

ual t

o 1.

00%

Page 30: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 2 �

return to contents next page

C H A P T E R 9A

US

Tr

AL

IAN

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Har

dn

ess,

Fo

rmab

ility

an

d S

tren

gth

Gra

des

CA

85T

1O

0.15

0.60

CA

70T

1O

0.15

0.60

CA

60T

1O

0.15

0.60

CA

50T

1O

0.15

0.60

CA

11

O0.

120.

50

CA

21

O0.

100.

45

CA

31

O0.

080.

40

CA

41

O0.

080.

40

CA

5SN

*1

O0.

020.

30

CA

220

1O

0.08

0.70

CA

260

1O

0.09

0.70

CA

350*

*2

O0.

111.

60

CA

500

1O

0.12

0.50

CW

300

7H

0.15

1.60

0.15

/0.7

50.

550.

35/1

.05

0.15

/0.5

0

* T

i+N

b+V

sho

uld

be le

ss th

an 0

.3%

** T

i+N

b+V

mus

t be

less

than

or

equa

l to

0.15

%

AS

/NZ

S �

6��

– 1�

�6, S

tru

ctu

ral s

teel

s –

Ho

t-ro

lled

pla

tes,

flo

orp

late

an

d s

lab

s

mec

han

ical

Pro

per

ty G

rad

es

200

1O

0.15

0.60

0.35

0.5*

0.30

0.10

0.40

0.25

250,

250

L15

4O

0.22

1.70

0.55

0.5*

0.30

0.10

0.40

0.44

300,

300

L15

4O

0.22

1.70

0.55

0.5*

0.30

0.10

0.40

0.44

350,

350

L15

5H

/O0.

221.

700.

550.

10**

*0.

5*0.

300.

350.

400.

48

400,

400

L15

5H

/O0.

221.

700.

550.

10**

*0.

5*0.

300.

350.

400.

48

450,

450L

155

H/O

0.22

1.80

0.55

0.10

***

0.50

0.30

0.35

0.60

0.48

WR

350,

WR

350L

05

H/O

0.14

1.70

0.15

/0.7

50.

10**

*0.

550.

35/1

.05

0.10

0.15

/0.5

0

* C

r+N

i+C

u+M

o m

ust b

e le

ss th

an o

r eq

ual t

o 1.

00%

** N

b+V

mus

t be

less

than

or

equa

l to

0.03

%**

* N

b+T

i mus

t be

less

than

or

equa

l to

0.03

%

Page 31: The Weldability of Steels

P A G E 2 � W T I A – T E C H N I C A L N O T E 1

return to contents next page

AU

ST

rA

LIA

N S

TAN

DA

rD

SP

EC

IFIC

AT

ION

S –

con

tinue

d

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

An

alys

is G

rad

es

A10

061

O0.

080.

400.

030.

500.

30*

0.10

0.40

A10

101

O0.

08/0

.13

0.30

/0.6

00.

030.

500.

30*

0.10

0.40

K10

428

HS

CS

R0.

39/0

.47

0.60

/0.9

00.

500.

500.

30*

0.10

0.40

XK

1016

4O

0.12

/0.1

80.

80/1

.20

0.50

0.50

0.30

*0.

100.

40

XK

1515

4O

0.12

/0.1

81.

20/1

.50

0.50

0.50

0.30

*0.

100.

40

* C

u+N

i+C

r+M

o m

ust b

e le

ss th

an o

r eq

ual t

o 1.

00%

AS

/NZ

S �

6��.

1 –

1��0

, Str

uct

ura

l Ste

el, P

art

1: H

ot-

rolle

d b

ars

and

sec

tio

ns

Gra

de 2

504

O0.

250.

400.

02**

*0.

03*

0.50

0.30

0.10

0.50

0.43

Gra

de 2

50L0

, 250

L15

4O

0.20

1.50

0.40

0.02

***

0.03

*0.

500.

300.

100.

500.

42

Gra

de 3

00, 3

00L0

, 30

0L15

5H

/O0.

251.

600.

500.

02**

*0.

03*

0.50

0.30

0.10

0.50

0.44

Gra

de 3

50, 3

50L0

, 35

0L15

**

5H

/O0.

221.

600.

50*

0.50

0.30

0.10

0.50

0.45

Gra

de 4

00, 4

00L0

, 40

0L15

**

5H

/O0.

221.

700.

50*

0.50

0.30

0.10

0.50

0.48

:Tot

al o

f mic

ro-a

lloyi

ng e

lem

ents

mus

t be

less

than

or

equa

l to

0.15

%*

Cu+

Ni+

Cr+

Mo

mus

t not

exc

eed

1.00

%**

Nb+

V+

Ti m

ust n

ot e

xcee

d 0.

15%

,**

* N

b+V

mus

t not

exc

eed

0.03

0%

AS

/NZ

S �

6�1

– 20

01, S

teel

rei

nfo

rcin

g m

ater

ials

250N

4H

/O0.

220.

43

500L

3H

0.22

0.39

500N

4H

0.22

0.44

300E

4H

/O0.

220.

43

500E

5H

0.22

0.49

C H A P T E R 9

Page 32: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 2 �

return to contents next page

AP

I STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

AP

I �L

– 1

��2,

Sp

ecifi

cati

on

for

(sea

mle

ss a

nd

wel

ded

) lin

e p

ipe

Sea

mle

ss

Gra

de A

25 C

l I, C

l II

2O

0.21

0.36

/0.6

0

Gra

de A

3O

0.22

0.90

Gra

de B

5H

/O0.

271.

15

Gra

de X

425

H/O

0.29

1.25

Col

d-ex

pand

ed G

rade

s X

46, X

525

H/O

0.29

1.25

Non

-exp

ande

d G

rade

s X

46, X

525

H/O

0.31

1.35

Gra

des

X56

, X60

5H

/O0.

261.

35

AP

I �L

– 1

��2,

Sp

ecifi

cati

on

for

(sea

mle

ss a

nd

wel

ded

) lin

e p

ipe

Wel

ded

Gra

de A

25 C

l I, C

l II

2O

0.21

0.30

/0.6

0

Gra

de A

3O

0.21

0.90

Gra

de B

4O

0.26

1.15

Gra

de X

425

H/O

0.28

1.25

Col

d-ex

pand

ed G

rade

s X

46, X

525

H/O

0.28

1.25

Non

-exp

ande

d G

rade

s X

46, X

525

H/O

0.30

1.35

Gra

des

X56

, X60

5H

/O0.

261.

35

Gra

de X

655

H/O

0.26

1.40

Gra

de X

705

H/O

0.23

1.60

Gra

de X

805

H/O

0.18

1.80

C H A P T E R 9

Page 33: The Weldability of Steels

P A G E 2 6 W T I A – T E C H N I C A L N O T E 1

return to contents next page

SH

IPP

ING

CL

AS

SIF

ICA

TIO

N r

UL

ES

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Llo

yds,

No

rske

Ver

itas

, Bu

reau

Ver

itas

, Am

eric

an B

ure

au o

f S

hip

pin

g, A

ST

m A

1�1m

-1��

1, G

erm

anis

che

Llo

yds

and

Nip

po

n K

aiji

Kyo

kai (

NK

)

Gra

de A

4O

Gra

de B

4O

Gra

de D

4O

Gra

de E

4O

Gra

des

32 a

nd 3

65

H/O

AS

Tm

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

AS

Tm

A �

6m-�

1, S

tru

ctu

ral s

teel

pla

tes

To 2

0 m

m in

cl.

4O

0.25

over

20

to 4

0 m

m in

cl.

4O

0.25

0.80

/1.2

0

over

40

to 6

5 m

m in

cl.

4O

0.26

0.80

/1.2

0

over

65

to 1

00 m

m in

cl.

5H

/O0.

270.

85/1

.20

over

100

mm

5H

/O0.

290.

85/1

.20

AS

Tm

A 2

�2m

-�1a

, Hig

h-S

tren

gth

Lo

w-A

lloy

Str

uct

ura

l Ste

el

Type

15

H/O

0.15

1.00

AS

Tm

A 2

��m

-�2,

Lo

w a

nd

Inte

rmed

iate

Ten

sile

Str

eng

th C

arb

on

Ste

el P

late

s

Gra

de A

2O

0.14

0.90

Gra

de B

3O

0.17

0.90

Gra

de C

4O

0.24

0.90

Gra

de D

4O

0.27

0.90

AS

Tm

A 2

��m

-�0,

Lo

w a

nd

Inte

rmed

iate

Ten

sile

Str

eng

th C

arb

on

-Sili

con

Ste

el P

late

s

Gra

de C

– 2

5 m

m a

nd u

nder

3O

0.24

0.90

Ove

r 25

to 5

0 m

m, i

ncl.

4O

0.27

0.90

Ove

r 50

to 1

00 m

m, i

ncl.

4O

0.29

0.90

Ove

r 10

0 to

200

mm

, inc

l.5

H/O

0.33

0.90

Ove

r 20

0 to

300

mm

, inc

l.6

H0.

360.

90

Gra

de D

– 2

5 m

m a

nd u

nder

4O

0.27

0.90

C H A P T E R 9

Page 34: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 2 �

return to contents next page

AS

Tm

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

Ove

r 25

to 5

0 m

m, i

ncl.

4O

0.29

0.90

Ove

r 50

to 1

00 m

m, i

ncl.

5H

/O0.

310.

90

Ove

r 10

0 to

200

mm

, inc

l.6

H0.

350.

90

AS

Tm

A 2

��m

-�0,

Pre

ssu

re V

esse

l Pla

tes,

Car

bo

n S

teel

Gra

de A

2O

0.17

0.90

Gra

de B

3O

0.22

0.90

Gra

de C

4O

0.28

0.90

AS

Tm

A �

16m

-�0,

Pre

ssu

re V

esse

l Pla

tes,

Car

bo

n S

teel

Gra

de 4

15

12.5

mm

and

und

er3

O0.

210.

60/0

.90

Ove

r 12

.5 to

50

mm

incl

.4

O0.

230.

85/1

.20

Ove

r 50

to 1

00 m

m in

cl.

5H

/O0.

250.

85/1

.20

Ove

r 10

0 to

200

mm

incl

.5

H/O

0.27

0.85

/1.2

0

Ove

r 20

0 m

m5

H/O

0.27

0.85

/1.2

0

Gra

de 4

50

12.5

mm

and

und

er4

O0.

240.

85/1

.20

Ove

r 12

.5 to

50

mm

incl

.5

H/O

0.26

0.85

/1.2

0

Ove

r 50

to 1

00 m

m in

cl.

5H

/O0.

280.

85/1

.20

Ove

r 10

0 to

200

mm

incl

.5

H/O

0.29

0.85

/1.2

0

Ove

r 20

0 m

m5

H/O

0.29

0.85

/1.2

0

AS

Tm

A �

16m

-�0,

Pre

ssu

re V

esse

l Pla

tes,

Car

bo

n S

teel

Gra

de 4

85

12.5

mm

and

und

er5

H/O

0.27

0.85

/1.2

0

Ove

r 12

.5 to

50

mm

incl

.5

H/O

0.28

0.85

/1.2

0

Ove

r 50

to 1

00 m

m in

cl.

6H

0.30

0.85

/1.2

0

Ove

r 10

0 to

200

mm

incl

.6

H0.

310.

85/1

.20

Ove

r 20

0 m

m6

H0.

310.

85/1

.20

C H A P T E R 9

Page 35: The Weldability of Steels

P A G E 2 � W T I A – T E C H N I C A L N O T E 1

return to contents next page

C H A P T E R 9

AS

Tm

A �

��m

-�1,

Pre

ssu

re V

esse

l Pla

tes,

Hea

t-Tr

eate

d, C

arb

on

-man

gan

ese-

Sili

con

Ste

el

40m

m a

nd u

nder

5H

/O0.

240.

70/1

.35

Ove

r 40

mm

6H

0.24

1.00

/1.6

0

AS

Tm

A �

6�m

-�1a

, Ste

el, C

arb

on

(0.

1�%

max

) H

ot-

ro

lled

Sh

eet

and

Str

ip,

Com

mer

cial

Qua

lity

1O

0.15

0.60

AS

Tm

A �

�2m

-�2a

, Hig

h-S

tren

gth

Lo

w-A

lloy

Nio

biu

m-V

anad

ium

Ste

els

Gra

de 2

905

H/O

0.21

1.35

0.01

/0.1

5

Gra

de 3

455

H/O

0.23

1.35

0.01

/0.1

5

Gra

de 4

156

H0.

261.

350.

01/0

.15

Gra

de 4

50

13m

m a

nd u

nder

6H

0.26

1.35

0.01

/0.1

5

AS

Tm

STA

ND

Ar

D S

PE

CIF

ICA

TIO

NS

– c

ontin

ued

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

AS

Tm

A 6

0�-�

2a, S

teel

Sh

eet

and

Str

ip, H

igh

Str

eng

th, L

ow

-Allo

y, H

ot-

ro

lled

an

d C

old

-ro

lled

Cla

ss 1

, Gra

de 4

54

O0.

221.

35

Cla

ss 1

, Gra

de 5

05

H/O

0.23

1.35

Cla

ss 1

, Gra

de 5

55

H/O

0.25

1.35

Cla

ss 1

, Gra

de 6

06

H0.

261.

50

Cla

ss 1

, Gra

de 6

56

H0.

261.

50

Cla

ss 1

, Gra

de 7

06

H0.

261.

65

Cla

ss 2

, Gra

des

50, 5

53

O0.

151.

35

Cla

ss 2

, Gra

des

60, 6

54

O0.

151.

50

Cla

ss 2

, Gra

de 7

04

O0.

151.

65

AS

Tm

A 6

62m

-�0,

Pre

ssu

re V

esse

l Pla

tes,

Car

bo

n-m

ang

anes

e, fo

r m

od

erat

e an

d L

ow

er T

emp

erat

ure

Ser

vice

Gra

de A

3O

0.14

0.90

/1.3

5

Gra

de B

4O

0.19

0.85

/1.5

0

Gra

de C

5H

/O0.

201.

00/1

.60

Page 36: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E 2 �

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C H A P T E R 9A

ST

m S

TAN

DA

rD

SP

EC

IFIC

AT

ION

S –

con

tinue

d

Spe

c N

o, T

itle

and

Gra

deS

teel

Gro

upN

umbe

r

Wel

dabi

lity

Not

es(S

ee a

bove

)

Cas

t/Pro

duct

Ana

lysi

s %

(V

alue

s no

t exp

ress

ed a

s a

rang

e ar

e M

axim

a)

CM

nS

iN

bV

Ni

Cr

Mo

Cu

CE

Q

AS

Tm

A �

��m

-��,

Pre

ssu

re V

esse

l Pla

tes,

Hig

h-S

tren

gth

, Lo

w-A

lloy

Ste

el

Gra

de B

5H

/O0.

201.

15/1

.50

0.05

Gra

de C

5H

/O0.

221.

15/1

.50

0.05

0.04

/0.1

1N

=0.0

3

Br

ITIS

H (

BS

) / E

Ur

OP

EA

N (

EN

) S

TAN

DA

rD

SP

EC

IFIC

AT

ION

S

BS

1�0

1-1�

�0, S

teel

s fo

r F

ired

an

d U

nfi

red

Pre

ssu

re V

esse

ls-P

late

s

BS

150

1-16

1

Gra

de 3

603

O0.

170.

40/1

.20

Gra

de 4

004

O0.

220.

50/1

.30

Gra

de 4

305

H/O

0.25

0.60

/1.4

0

BS

EN

100

2 �-2

: 1 �

��, S

teel

s fo

r p

ress

ure

pu

rpo

ses,

No

n-a

lloy

and

allo

y st

eels

wit

h s

pec

ified

ele

vate

d t

emp

erat

ure

pro

per

ties

Gra

de P

235G

H3

O0.

160.

40/1

.20

Gra

de P

265G

H4

O0.

200.

50/1

.40

Gra

de P

295G

H5

H/O

0.08

/0.2

00.

90/1

.50

Gra

de P

355G

H5

H/O

0.10

/0.2

21.

00/1

.70

BS

EN

100

2 �:1

��0,

Ho

t ro

lled

pro

du

cts

of

no

n-a

lloy

stru

ctu

ral s

teel

s

Gra

de F

e 36

03

O

Gra

de F

e 43

04

O

Gra

de F

e 51

05

H/O

1.60

Cha

nges

from

the

prev

ious

edi

tion

:

1.

The

fol

low

�ng

Aus

tral

�an

Stan

dard

sar

eob

sole

teo

rar

esu

pers

eded

by

othe

rSt

anda

rds

and

ass

uch

have

bee

nde

lete

d.A

S12

04,1

205,

130

2,1

446,

183

5,1

836,

175

0,A

us-T

en,A

IS

Cra

neR

a�ls

2.

Dup

l�cat

�on

ona

naly

s�s

grad

es�s

avo

�ded

by

notl

�st�n

gth

egr

ade

tw�c

edu

eto

suf

fixv

ar�a

t�on.

3.

All

Sh�p

bu�ld

�ng

Aut

hor�

t�es

grad

esa

reg

roup

edto

geth

era

sva

r�at

�ons

w�th

�nth

egr

oup

are

m�n

�mal

toa

ffec

tthe

gro

upn

umbe

r.G

rade

s32

and

36

(h�g

hte

ns�le

gra

des)

are

als

ol�s

ted.

Page 37: The Weldability of Steels

P A G E � 0 W T I A – T E C H N I C A L N O T E 1

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C H A P T E R 10

preheat determInatIon for WeldInG lIne-pIpe SteelS WIth e4110 and

e4111 electrodeS

In the field of p�pel�ne weld�ng, spec�al gu�dance foravo�danceofHAZcrack�ngadjacent tog�rthwelds �snecessarybecauseofthelowarcenergyandmoreseverefield cond�t�ons of stovep�pe weld�ng w�th celluloseelectrodes, wh�ch generate a hydrogen atmosphere toproducetheforcefularcrequ�redforkeyholeweld�ngoftherootpassdur�ngone-s�deg�rthweld�ng.Furthermore,recent developments �n p�pe steels have led to theproduct�onofmuchlowercarbonequ�valentsteelsthantheconstruct�onalsteelsonwh�chtherecommendat�onsofth�sTechn�calNotearebased.

Th�sChapteroftheTechn�calNotehasbeenpreparedto take these matters �nto cons�derat�on so as to g�vegu�dance�nc�rcumstanceswhere:

a) amb�enttemperaturesarebelow25°C;

b) p�pewallth�cknessesarelessthan25mm;

c) chem�calcompos�t�on l�m�ts (orcarbonequ�valent)ofthemater�albe�ngfabr�catedareknown.

Thegu�dance�sexpressed�ntheformofamax�mump�pewallnotrequ�r�ngpreheatforbuttweldsbetweenp�pesofequalth�cknessus�ngE4110orE4111electrodes.Theuseofh�gherstrengthcellulos�celectrodes(E48XX,E55XXandE62XX)�snotcoveredbyth�sChapter.

Step1: Calculate the Carbon Equ�valent us�ng themethodg�ven�nTable2(Case2)�nChapter4.

Step2: Refers toTable4 todeterm�ne themax�mump�pe-wallnotrequ�r�ngpreheatforthem�n�mumamb�ent temperatures and arc energy undercons�derat�on.

IftheTable�nd�catesthatpreheatshouldbeappl�ed,the p�pe should be heated to 25°C m�n�mum exceptwhen the ex�st�ng method g�ven �n Chapter 9 of th�sNote�nd�catesah�gherpreheat�srequ�red.Inthelattercase,theappropr�atepreheatfromChapter9Steps1to6shouldbeemployed.

Add�t�onally,avo�danceofweldmetalcoldcrack�ngmayrequ�readd�t�onalpreheat.

Controlled multi-run WeldingControlledmult�-runweld�ng�sthebas�sofweld�ng

ofh�ghstrengthgastransm�ss�onp�p�ngw�thcelluloseelectrodes. Close control on weld�ng sequences andt�m�ngofmult�-runweldscan lead toh�gher �nter-runtemperaturesandreducedcool�ngrates.Th�s�snormallyappl�cable to short runs of welds as �n parts of smallw�dths or �n block weld�ng techn�ques; relaxat�on �nweld�ngpreheatbyth�smeans�snotrecommendedforsect�onsover50mmth�ckorwhereclosecontrolcannotbema�nta�ned.

Page 38: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E � 1

return to contents next page

C H A P T E R 10

mA

XIm

Um

PIP

E W

AL

L (

mm

) N

OT

rE

QU

IrIN

G P

rE

HE

AT

– C

ellu

lose

Ele

ctro

des

, fo

r va

rio

us

carb

on

eq

uiv

alen

ts a

nd

arc

en

erg

ies

(Q)

Q (

kJ/m

m)

CA

rB

ON

EQ

UIV

AL

EN

TQ

(kJ

/mm

).0

2�0.

260.

2�0.

2�0.

2�0.

�00.

�10.

�20.

��0.

��0.

��0.

�60.

��0.

��0.

��0.

�00.

�10.

�20.

��0.

��0.

��

0.4

2421

1917

1514

1311

1010

98

77

66

55

44

40.

40.

524

2220

1816

1513

1211

1010

98

87

66

55

0.5

0.6

2422

2018

1615

1413

1211

109

98

77

60.

60.

725

2321

1918

1615

1413

1211

1010

98

80.

70.

824

2221

1918

1615

1413

1211

1010

90.

80.

925

2321

2018

1716

1514

1312

1110

0.9

1.0

2422

2119

1817

1514

1313

121.

0

PIP

E T

EM

PE

RAT

UR

E =

–5

Deg

C

0.4

2320

1816

1513

1211

109

98

77

66

55

44

0.4

0.5

2321

1917

1614

1312

1110

99

87

76

65

0.5

0.6

2523

2119

1716

1514

1312

1110

99

87

70.

60.

725

2221

1917

1615

1413

1211

1010

98

0.7

0.8

2422

2019

1716

1514

1312

1110

100.

80.

925

2321

1918

1716

1514

1312

110.

91.

025

2322

2019

1816

1514

1312

1.0

PIP

E T

EM

PE

RAT

UR

E =

5 D

eg C

0.4

2522

2018

1614

1312

1110

98

87

66

55

54

0.4

0.5

2523

2018

1715

1413

1211

109

98

77

66

0.5

0.6

2522

2019

1716

1513

1211

1110

98

87

0.6

0.7

2422

2019

1716

1514

1312

1110

99

0.7

0.8

2523

2120

1817

1615

1413

1211

100.

80.

924

2221

1918

1715

1413

1312

0.9

1.0

2523

2120

1917

1615

1413

1.0

PIP

E T

EM

PE

RAT

UR

E =

15

Deg

C

0.4

2421

1917

1614

1312

1110

98

87

66

55

50.

40.

524

2220

1816

1514

1312

1110

98

87

76

0.5

0.6

2422

2018

1715

1413

1211

1010

98

80.

60.

723

2220

1817

1614

1312

1211

109

0.7

0.8

2523

2119

1817

1614

1312

1211

0.8

0.9

2422

2019

1816

1514

1312

0.9

1.0

2523

2120

1817

1615

141.

0

PIP

E T

EM

PE

RAT

UR

E =

25

Deg

C

T ab

le 1

0.1

req

uir

emen

ts fo

r L

inep

ipe

Ste

els

Page 39: The Weldability of Steels

P A G E � 2 W T I A – T E C H N I C A L N O T E 1

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C H A P T E R 11

relaxatIon of recommendatIonS

Exper�encew�thpart�cularmater�als,weld�ngprocessesandjo�ntdeta�lsmay�nd�catethatsomerelaxat�oncanbeperm�ttedonenergy�nputandpreheatrecommendat�onsder�vedfromF�gures9.1,9.2and9.3.Whereanyrelaxat�on�s contemplated from these recommendat�ons, they should be supported e�ther by documented exper�ence or bysu�tabletest�ng.Test�ng�salsorecommendedwhereweld�ngcond�t�onsd�ffercons�derablyfromthoseonwh�chthedataarebased.

Page 40: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E � �

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appendIx a

Basis of recommendationsA.1 Inordertofac�l�tatecorrelat�onofweld�ngdata,use

hasbeenmadeoftheparameter,“Cool�ngRateat300°C”.

A.2 Thecool�ngrateat300°Chasbeenselectedtoavo�dtheonsetofHAZcoldcrack�ngwh�leatthesamet�meprov�d�ngsomel�m�tat�ononthemax�mumHAZhardnessach�eved.

A.3 Pract�ce has shown that h�gher HAZ hardnesscanbeperm�ttedastheCarboncontentorCarbonEqu�valent�s�ncreasedprov�dedtheHydrogenlevel�sreduced.

However restr�ct�ons on the max�mum hardnessmaybenecessarytoach�evethedes�redmechan�-calandfracturedtoughnesspropert�esoftheHAZmater�al.

A.4 Therelat�onsh�pbetweencool�ngrateandcarbonequ�valentusedfornon-hydrogencontrolledelec-trodes�ntheserecommendat�ons�sacomprom�sebetweenamax�mumhardnessof350HVandcrack-�ng�ntheCTStest.Th�s�sjust�fied�nv�ewoftheweld�ngexper�encew�thsteelGroupNumbers4and5.

For hydrogen controlled processes, the relat�on-sh�padoptedrepresentsan�ncreaseof60%�nthemax�mum cool�ng rates adopted for other thanhydrogencontrolledprocesses.Th�smeansforthesameweld�ngenergy�nputandpreheat,thesteelGroupNumber�s�ncreasedbyone,orthecarbonequ�valentby0.05%.

A.5 Readersofth�stechn�calnoteshouldbeawarethatas theCTStest �sdes�gnedtoestabl�shcrack/nocrackboundarycond�t�onsforag�vensetofweld�ng

parameters,�nsomec�rcumstancesthemax�mumHAZhardnessreal�sedmayexceed350HVw�thoutcrack�ng.

S�m�larly,wh�lstth�stechn�calnote�slargelyde-s�gned to avo�d the format�onofHAZhydrogenass�sted cold crack�ng sens�t�ve m�crostructuresandweld�ngcond�t�ons,WTIATechn�calNote15converselydoesnota�mtopreventtheformat�onofhardenedHAZswh�charedes�rabletosomeextent�nquench&temperedsteels.

A.6 Cut-offsareappl�edtothecurvesonF�gures9.1,9.3and9.3aspract�ce�nd�catesthesel�m�t�ngvaluesarereal�st�c.

A.7 The recommendat�onsg�venhere�n are a�med attheprevent�onofHAZcrack�ngbycontroll�ngthecomb�nat�onofweld�ngenergy�nput,hydrogenandpreheatanddonotnecessar�lycoverotheraspectsofweld�ngwh�chmayg�ver�setoproblems.Themechan�calpropert�esofsomemater�alsbeforeandafterweld�ngcouldneedfurthercons�derat�onaswellastherequ�rementforpostweldheattreatmenttoensuresat�sfactoryperformance�nserv�ce.Thesedeta�lsarenotdealtw�th�nth�sTechn�calNote.

A.8 Theformulaeandbas�sforthepred�ct�vemethodsusedbyth�sTechn�calNotewerepubl�shed(Refer-ence7).

A.9 These recommendat�onsdonotover-r�de theus-ersobl�gat�ontodemonstratethesu�tab�l�tyoftheproposed weld�ng procedure �n accordance w�thgoodpract�ceandtheweldprocedurequal�ficat�onrequ�rementsofappl�cat�onStandards,Codesandspec�ficat�ons.

Page 41: The Weldability of Steels

P A G E � � W T I A – T E C H N I C A L N O T E 1

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appendIx b

Hydrogen LevelsThequant�tyofhydrogenpresent�nweldmetal�scruc�al�ndeterm�n�ngther�skof“HydrogenCrack�ng”.

TheTechn�calNoteaddressesthehydrogenlevel�nweldmetalbyadopt�ngthehydrogenlevels�nAustral�an(andISO)Standardsforconsumablemanufacture;�e:AS/NZS1553.1 Manualmetalarcelectrodes(low

carbon).AS/NZS1553.2 Manualmetalarcelectrodes(low&

�ntermed�atealloy).AS2203.1 Fluxcoredelectrodes.AS1858.2 Submergedarc(lowand�ntermed�ate

alloysteel).

The Effect of Hydrogen Potential on Group Numbers. Weld Metal Lowering of Hydrogen Level Group No by

≥15ml/100gofhydrogen 0 ≤15ml/100gofhydrogen 1

It �snot the �ntent�ontoextendthehydrogenlevelto <10 ml/100g of depos�ted weld metal at th�s stagealthoughstandardsallowforsuchlevels.TheTechn�calExpertGrouprev�ew�ngtheTechn�calNotehave�nd�catedthatfurtherwork�srequ�redtoquant�fyanybenefitstobega�nedandadd�t�onallycons�derthatlevelsbelow5ml/100gmaybeunreal�st�c,forAustral�ancond�t�ons,bear�ng�nm�ndthecons�derable�nfluenceofatmospher�cs�tuat�ons(seeReferences8to11),andthed�fficulty�nhandl�ngconsumablestoma�nta�ntheselevels.

Determ�nat�onofhydrogen�nweldmetal�sspec�fied�nAS 3752, ‘D�ffus�ble Hydrogen Determ�nat�on �nFerr�t�cWeldMetal’.Th�sstandardcoversMMAW,SAW,GMAWandFCAWprocesses.

Theconsumablemanufacturersare respons�ble forspec�fy�ng on the packag�ng, the level of hydrogen �nthe�rproductandthenecessary�nstruct�onstoach�evetheselevels�npract�ce.

Page 42: The Weldability of Steels

W T I A – T E C H N I C A L N O T E 1 P A G E � �

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Pcm=C+Mn+Cr+Cu+S�+V+Mo+N�+5B 20 30 10 15 60

The Affects of Sulphur and Boron on Preheat requirements.

C.1 Sulphur

Theposs�ble�ncrease�nsuscept�b�l�tyofsteelstoHAZcold crack�ng w�th reduct�on �n Sulphur levels �s acomplex subject on wh�ch there �s no clear ev�denceof�tseffect.Wh�lesomeworkhastendedto�nd�cateacausalrelat�onsh�p,otherworkhasnotsubstant�atedth�s(Reference12).

The concept has been l�nked to the number of�nclus�onspresent�nthesteelandhencecannotberelatednecessar�lytothepercentageofSulphur�nthesteel.Thepresenceofotherpotent�alhydrogens�nks�nthev�c�n�tyoftheHAZhasalsotobecons�dered.Ifafabr�catororuserhasaspec�ficconcernwhenweld�nglowSulphursteels,thenconfirmatoryweldproceduretestsshouldbecons�dered.

C.2 Boron

ThepresenceofBoron�nsteelneedstobecons�deredas�tmakesthesteelmorehardenable.(Reference12)

Boron �s not accounted for �n the IIW carbonequ�valentformulaused�nth�sTechn�calNotebut�t�s�ntheJapanesePcmformula.

ThevalueoftheBoronfactor�slarge,becauseBoroncan be a potent alloy�ng element only added to steels�n small quant�t�es, but shouldbe regardedw�th somecaut�on,because�tsusedependsontheBoronbe�ng�nanact�vestate.

Note! Research shows that a value of 10 may benearertothetruevalueforact�veBoron.

The pos�t�on of Boron w�th respect to weld metalm�crostructure �s rather more complex, because thetoughnessofweldmetal(w�thouthydrogenpresent)doesnotdependonhardness�nthesamewayasdoes(HAZ)toughness.Atoughweldmetalm�crostructureappearstobebetterabletores�sthydrogencrack�ngthanonewh�chhasbr�ttlefracturetendancy.

appendIx c

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P A G E � 6 W T I A – T E C H N I C A L N O T E 1

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appendIx d

Alternative methods for Calculating Welding Energy Input

Th�sAppend�xprov�desthereaderw�thalternat�vemethodstocalculateweld�ngenergy�nputbyus�ngnomographswhereacalculator�snotava�lable(sect�onD.1)andalsofromfilletwelds�zeswhenMMAWconsumableshavebeenused.Th�slattermethod�snotrecommendedwhereaccuracyofwork�srequ�redbut�ssu�tableforuseasaqu�ckcheck�ngmethod.

D.1 F�guresD1&D2arenomographsforcalculat�ngtheheat�nput,andaresu�tedfortheautomat�candsem�automat�cprocesses.

Theprocessofus�ngthenomographs�sselfev�dentand�nvolvesread�ngsbe�ngtakenforarcvoltage,weld�ngcurrent,andweld�ngspeed�nmm/m�nute.

D.2 F�guresD3toD5prov�deamethodtocalculateheat �nput for weld�ng, where there �s a measurementtakenforrun-outlengthfromtheelectrodebe�ngused.(Therun-outrat�o�sestabl�shedbymeasur�ngthelengthof the electrode �n (mm) used to make the weld andd�v�d�ng�tbytheweldmetaldepos�tlength�n(mm).

Thethreegraphsapplytothefollow�ng3groupsofElectrodes.

(a) NonIronPowderElectrodes.(b) LowIronPowderElectrodes.(c) Med�umIronPowderElectrodes.

D.3 F�gureD6�samethodofest�mat�ngheat�nputd�rectlyfromthes�nglerunfillets�zeforallpos�t�onsofweld�ngandforarangeofelectrodeclass�ficat�ons.

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To find energy input(1) A to B note C(2) C to D read E

Arc

vo

ltag

e –

volt

s

En

erg

y in

pu

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ent

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40

35

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A C E B D

8.0

7.0

6.0

5.0

4.0

3.0

2.0

1.5

1.0

0.5

0.2

400

350

300

250

200

150

100

90

80

70

60

50

120

140

160

180

200

220

240

260

280

300

14

13

12

11

10

9

8

7

6

5

Figure D1 Welding energy input and arc voltage, current and speed for manual and automatic processes in range 60-�00 amps.

APPEndix d

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P A G E � � W T I A – T E C H N I C A L N O T E 1

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To find energy input(1) A to B note C(2) C to D read E

Arc

vo

ltag

e –

volt

s

En

erg

y in

pu

t –

kilo

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50

45

40

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7.0

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0.5

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1300

1200

1100

1000

900

800

700

600

550

500

450

400

350

300

250

200

200

250

300

400

500

600

700

800

900

1000

1100

1200

1300

1400

1500

Figure D2 Welding energy input and arc voltage, current and speed for semi-automatic and automatic processes in range 200-1200 amps.

APPEndix d

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mm

of

elec

tro

de

per

mm

of

dep

osi

t

mm of electrode per mm of deposit

(�0 mm stub length)

Electrode length

380 mm 450 mm

4

3

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4

3

2

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Welding energy input kilojule/mm of deposit0 1 2 3 4

�.2� mm4

3

2

1

� mm

� mm

6 mm

6.� mm

Figure D� Welding energy input and ratio of length of electrode melted and length of deposit – for low iron powder elec-trodes (EXX1�, EXX1�).

mm

of

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de

per

mm

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dep

osi

t

mm of electrode per mm of deposit

(�0 mm stub length)

Electrode length

380 mm 450 mm

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Welding energy input kilojule/mm of deposit0 1 2 3 4

�.2� mm

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6 mm

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Figure D� Welding energy input and ratio of length of electrode melted and length of deposit – for non-iron powder elec-trodes (EXX10, EXX11, EXX12, EXX1�, EXX1�, EXX16 and EXX20).

APPEndix d

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P A G E � 0 W T I A – T E C H N I C A L N O T E 1

return to contents next page

mm

of

elec

tro

de

per

mm

of

dep

osi

t

mm of electrode per mm of deposit

(�0 mm stub length)

Electrode length

380 mm 450 mm

4

3

2

1

4

3

2

1

Welding energy input kilojule/mm of deposit

0 1 2 3 4

�.2� mm4

3

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� mm

6 mm

6.� mm

Figure D� Welding energy input and ratio of length of electrode melted and length of deposit – for medium iron powder electrodes (EXX2�, EXX2�, EXX2�).

APPEndix d

mm

of

elec

tro

de

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mm

of

dep

osi

t

12

10

8

6

4

2

0 1 2 3 4

Welding energy input kilojule/mm of deposit

1

2

3

1 2 3

Figure D6 Welding energy input and leg length of single run fillet welds.

Curve No. For following Electrode TypesWelding EXX EXX EXXPosition 10 13 15

EXX EXX EXX EXX EXX EXX EXX EXX11 12 14 16 18 24 27 28

Flat 3 2 1 3 2 1 1 1Horizontal 3 3 3 3 3 1 1 1Overhead 3 3 3 3 3 – – –Vertical Up 3 3 3 3 – – – –

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W T I A – T E C H N I C A L N O T E 1 P A G E � 1

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appendIx e

referencesSection 1: Standards

AS/NZS 1553.1 Covered electrodes for weld�ng.Part1:Lowcarbonsteelelectrodesformanualmetal-arcweld�ngofcarbonandcarbon-manganesesteels.

AS/NZS1553.2 Covered electrodes for weld�ng.Part2:Lowand�ntermed�atealloysteelelectrodesformanualmetalarcweld�ngofcarbonsteelsandlowand�ntermed�atealloysteels.

AS/NZS1554.1StructuralSteelWeld�ngPart1:Weld-�ngofsteelstructures.

AS1858.1‘Electrodesandfluxesforsubmergedarcweld�ng.Part1:Carbonandcarbon-manganesesteels.

AS1858.2‘Electrodesandfluxesforsubmergedarcweld�ng.Part2:Lowand�ntermed�atealloysteels.

AS2203.1Coredelectrodesforarcweld�ng.Part1:Ferr�t�csteelelectrodes

AS/NZS2717.1Weld�ng–Electrodes-Gasmetal-arc.Part1:Ferr�t�csteelelectrodes.

AS 2812Weld�ng, braz�ng and cutt�ng of metals–Glossaryofterms

ASISO13916Weld�ng–Gu�deonthemeasurementof preheat�ng temperature, �nterpass temperature andpreheatma�ntenancetemperature.

ISO17642-2Destruct�ve testsonwelds �nmetall�cmater�als – Cold crack�ng tests for weldments –Arcweld�ngprocesse-Part2:Self-restra�nttests.

Section 2: Cited Documents1. Wade J.B.The bas�s and background ofTechn�cal

Note1 on theWeldab�l�ty of Steels.AWRA/AWISem�nar,Weld�ngProceduresforSteel,May1974

2. P�trunM.,NolanD.andDunneD.D�ffus�blehydrogencontent�nrut�leflux-coredarcweldsasafunct�onoftheweld�ngparameters.IIWDocNo.IX-2064-03

3. D�ckehutG.andHotzU.Effectofcl�mat�ccond�t�onsond�ffus�blehydrogencontent�nweldmetal.AWSWeld�ng Journal,Weld�ng Research Supplement,Jan.1991.

4. Cannon B. Influence of spatter release flu�ds ond�ffus�ble hydrogen levels �n GMAW welds, Aus-tralas�anWeld�ngJournal,Vol48,4thQuarter2003.

5. Pargeter R.J. Evaluat�on of necessary delay before�nspect�onforhydrogencracks.AWSWeld�ngJournal,Weld�ngResearchSupplement,Nov.2003

Section 3: Recommended Reading

IterranteC.G.andPressouyreG.M.Currentsolut�onstohydrogenproblems�nsteels.ASMInt.Conf.,1982.

BoothbyP.J.,“Pred�ct�ngHardness�nSteelHAZs”,MetalConstruct�on,June1985

Ba�leyN.,CoeF.R.,GoochT.G.,HartP.H.M.,Jenk�nsN. and Pargeter R.J.Weld�ng steels w�thout hydrogencrack�ng.Ab�ngtonPubl�sh�ng,1989

FletcherL. andWaltersC.A rev�ewof theWTIATechn�calNote1“TheWeldab�l�tyofSteels“,WTIAAnnualConference,Sept.1990

SymondsH.Weldmetalhydrogen–Arev�ewof�tsdeterm�nat�on and other control aspects for the 1990sAustral�anWeld�ngJournal,Vol.35,No.3,1990.

Vu�kJ.Anupdateofthestate-of-the-artofweldmetalhydrogencrack�ng.IIWDocNo.IXJ-175-92

NolanD.andP�trunM.D�ffus�blehydrogentest�ng�nAustral�a.IIWDocNo.IX-2065-03

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P A G E � 2 W T I A – T E C H N I C A L N O T E 1

expert technoloGy toolSTheseTechn�calNote,ManagementSystemandotherExpertTechnologyToolsmaybeobta�nedfromtheWTIA.

Techn�caladv�ce,tra�n�ng,consultancyandass�stancew�ththe�mplementat�onofManagementSystems�salsoava�lablethroughtheWTIA’sOzWeldTechnologySupportCentresNetworkandSchoolofWeld�ngTechnology.

WTIA–POBox6165S�lverwaterNSW1811Austral�a

Phone:+61(0)297484443Fax:+61(0)297482858Ema�l:�nfo@wt�a.com.au

V�s�tourInternets�teathttp://www.wt�a.com.au

WTIA Technical Notes

TN 1-06 – The Weldability of Steels

G�vesgu�danceonthepreheatandheat�nputcond�t�ons(runs�ze,current,voltage)requ�redforacceptableweldsandtoavo�dcoldcrack�ng�naw�devar�etyofsteels.TheNote�sappl�cabletoaw�derangeofweld�ngprocesses.

TN 2-06 – Successful Welding of Aluminium

Th�s note covers the major weld�ng processes as theyareusedfortheweld�ngandrepa�rofalum�n�umand�tsalloys.Informat�on�sg�venontheprocesses,equ�pment,consumablesandtechn�ques.Italsoprov�des�nformat�onontherangeofalloysava�lableandbr�eflycoverssafety,qual�ty assurance, �nspect�on and test�ng, cost�ng andalternat�vejo�n�ngprocesses.

TN �-06 – Care and Conditioning of Arc Welding Consumables

G�vesthebas�sanddeta�lsforthecorrectcare,storageandcond�t�on�ngofweld�ngconsumablestocontrolhydrogenandtoensureh�ghqual�tyweld�ng.

TN �-06 – The Industry Guide to Hardfacing for the Control of Wear

Descr�beswearmechan�smsandg�vesgu�danceontheselect�onofhardfac�ngconsumablesandprocessesforaw�derangeofappl�cat�ons.IncludesAustral�anhardfac�ngSuppl�ersCompend�um1998.

TN �-�� – Flame Cutting of Steels

G�ves a wealth of pract�cal gu�danceonflamecutt�ng�nclud�ng deta�led procedures for eff�c�ent cutt�ng,select�onofequ�pmentandgases,pract�cesfor�dent�fy�ngand cur�ng defect�ve cutt�ng, methods of max�m�s�ngeconomy and other �mportant gu�dance on the use ofsteelsw�thflamecutsurfaces.

TN 6-�� – Control of Lamellar TearingDescr�besthefeaturesandmechan�smsofth�s�mportantmode of fa�lure and the means of controll�ng tear�ngthroughsu�tabledes�gn,mater�al select�on, fabr�cat�onand �nspect�on.Acceptance standards, repa�r methods,spec�ficat�onrequ�rementsandmethodsof�nvest�gat�onare proposed. Four append�ces g�ve deta�ls on themechan�sm,mater�alfactors,testsforsuscept�b�l�tyandthe�mportantquest�onofrestra�nt.

TN �-0� – Health and Safety in WeldingProv�des�nformat�ononallaspectsofhealthandsafety�nweld�ngandcutt�ng.Des�gnedtoprov�deth�s�nformat�on�n suchaway that �t �s read�lyuseable for �nstruct�on�n the shop and to prov�de gu�dance to management.Recommendat�onsareg�ven for safeprocedures tobeadopted�naw�devar�etyofs�tuat�onsfound�nweld�ngfabr�cat�on.

TN �-�� – Economic Design of WeldmentsPr�nc�ples and gu�dance are g�ven on methods andprocedures for opt�m�s�ng des�gn of weldments andweldedjo�ntsandconnect�onstomax�m�seeconomy�nweld�ngfabr�cat�on.Factors�nfluenc�ngtheoverallcostofweldmentswh�chneedtobecons�deredatthedes�gnstageared�scussed.

TN �-�� – Welding rate in Arc Welding Processes: Part 1 mmAW

G�vespract�calgu�danceand�nformat�onontheselect�onof weld�ng cond�t�ons to �mprove product�v�ty dur�ngmanualmetalarcweld�ng(MMAW).Graphsareprov�dedshow�ng rates as a funct�on of weld s�ze.The graphsenablead�rectcompar�sonofd�fferenttypesofweld�ngelectrodeswhenusedforbuttandfilletwelds�nvar�ousweld�ngpos�t�ons.

TN10-02 – Fracture mechanicsProv�destheoryandg�vespract�calgu�danceforthedes�gnandfabr�cat�onofstructures,plann�ngofma�ntenanceandassessmentofthel�kel�hoodofbr�ttleorduct�le�n�t�at�onfromflaws�nferrousandnon-ferrousalloys.Eng�neer�ngcr�t�calassessmentcaseh�stor�esared�scussed.

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TN 11-0� – Commentary on the Standard AS/NZS 1��� Structural Steel WeldingTheNotecomplementsAS / NZS1554parts1to5,bypresent�ngbackground�nformat�onwh�chcouldnotbe�ncluded�ntheStandard.Itd�scussestherequ�rementsoftheStandardw�thpart�cularemphas�sonneworrev�sedclauses.Inexpla�n�ngtheappl�cat�onoftheStandardtoweld�ng�nsteelconstruct�on,thecommentaryemphas�sesthe need to rely on the prov�s�ons of the Standard toach�evesat�sfactoryweldqual�ty.

TN 12-�6 – minimising Corrosion in Welded Steel Structures

Des�gnedtoprov�depract�calgu�danceand�nformat�onon corros�onproblems assoc�atedw�th theweld�ngofsteel structures, together w�th poss�ble solut�ons form�n�m�s�ngcorros�on.

TN 1�-00 – Stainless Steels for Corrosive Environments

(AJo�ntpubl�cat�onw�thACA)Prov�desgu�danceontheselect�onofsta�nlesssteels

for d�fferent env�ronments.Austen�t�c, ferr�t�c andmartens�t�c sta�nlesssteelsaredescr�bed togetherw�ththevar�oustypesofcorros�veattack.Aspectsofweld�ngprocedure,des�gn,clean�ngandma�ntenancetom�n�m�secorros�onarecovered.

TN 1�-�� – Design and Construction of Welded Steel Bins

Wr�tten because of the w�dely expressed need forgu�danceonthedes�gnandfabr�cat�onofweldedsteelbulk sol�ds conta�ners, th�s Techn�cal Note gathersrelevant �nformat�on on funct�onal des�gn, wall loads,stressanalys�s,des�gnofweldedjo�ntsandthefabr�cat�on,erect�onand�nspect�onofsteelb�ns.Italsoconta�nsaverycomprehens�vereferencel�st toass�st �nafurtherunderstand�ngofth�sverybroadsubject.

TN 1�-�6 – Welding and Fabrication of Quenched and Tempered Steel

Prov�des�nformat�ononquenchedandtemperedsteelsgenerally ava�lable �nAustral�a and g�ves gu�danceon weld�ng processes, consumables and proceduresand on the propert�es and performance of weldedjo�nts.Informat�on�salsoprov�dedonother�mportantfabr�cat�on operat�ons such as flame cutt�ng, plasmacutt�ng,shear�ngandform�ng.

TN 16-�� – Welding Stainless SteelTh�sTechn�calNotecomplementsTechn�calNoteNumber13bydeta�l�ngvaluable�nformat�onontheweld�ngofmosttypesofsta�nlesssteelscommonlyused�n�ndustry.

TN 1�-�6 – Automation in Arc WeldingProv�des �nformat�on and gu�dance on all the �ssues�nvolved w�th automat�on �n arc weld�ng.The generalpr�nc�plesareappl�cabletoautomat�on�nanyfield.

TN 1�-�� – Welding of CastingsProv�des bas�c �nformat�on onweld�ng procedures fortheweld�ngprocessesused toweldand repa�r ferrousand non-ferrous cast�ngs. It also prov�des �nformat�onontherangeofalloysava�lableandbr�eflycoversnon-destruct�ve �nspect�on, on-s�te heat�ng methods andsafety.

TN 1�-�� – Cost Effective Quality management for Welding

Prov�desgu�del�nesontheappl�cat�onoftheAS / NZSISO9000ser�esofQual�tyStandardsw�th�ntheweld�ngandfabr�cat�on�ndustr�es.Gu�danceonthewr�t�ng,developmentand control of Weld�ng Procedures �s also g�ven.

TN 20-0� – repair of Steel PipelinesProv�desanoutl�neofmethodsofassessmentandrepa�rtoap�pel�newh�lstallow�ngcont�nu�tyofsupply.

TN 21-�� – Submerged Arc WeldingProv�des an �ntroduct�on to submerged arc weld�ngequ�pment,processvar�ables,consumables,proceduresandtechn�ques,character�st�cwelddefects,appl�cat�onsandl�m�tat�ons.Descr�besexerc�sestoexploretherangeofproceduresandtechn�quesw�ththeuseofsol�dw�re(s�ngleandmult�plearcs)andprov�desweld�ngpract�cesheets, wh�ch may be used by tra�nees as �nstruct�onsheetstosupplementdemonstrat�onsandclasswork,orasself-�nstruct�onun�ts.

TN 22-0� – Welding Electrical SafetyProv�des�nformat�onandgu�danceonweld�ngelectr�calsafety�ssues:weld�ngequ�pment,thehumanbodyandtheworkplace.

TN 2�-02 – Environmental Improvement Guidelines

Prov�des �nformat�on and gu�dance on how to reduceconsumpt�on�ntheWeld�ngandFabr�cat�on�ndustry,wh�lereduc�ngthe�mpactontheenv�ronmentatthesamet�me.

TN 2�-0� – Self-Assessment of Welding management and Coordination to AS/NZS ISO ���� and ISO 1���1 (CD-rOm only)

Prov�des�nstruct�onandgu�dancetoenableAustral�ancompan�esto:• Understandthea�msandappl�cat�onofthesequal�ty

standards• Apprec�ate the relevance and �mpl�cat�ons of these

standards• Conductaself-assessmentofqual�tyrequ�rements• Dev�seanact�onplantomeetthequal�tyrequ�rements• Obta�ncert�ficat�ontoAS / NZSISO3834 / ISO3834 /

EN729TheCDconta�nsacomprehens�vecheckl�stthataddresses

all theelementsofAS / NZSISO3834foranaud�torcert�ficat�onpurpose.TheCDalsoconta�nsusefulcheckl�stsforWeld�ngCoord�nat�onact�v�t�esandrespons�b�l�t�es.

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TN 2�-0� – Welding management Plan and Audit Tool for Safe Cutting and Welding at NSW mines to mDG 2� (CD-rOm only)

W�llass�stm�n�ngcompan�es to �mplementaWeld�ngManagement Plan (WMP) compl�ant w�th MDG 25“Gu�del�ne for safe cutt�ng and weld�ng at m�nes” aspubl�shedbytheNSWDepartmentofM�neralResources.TheETT:• W�llass�st�nthedevelopment,�mplementat�onand

aud�t�ng of aWMP for safe cutt�ng and weld�ngoperat�ons�nm�nes

• Conta�ns a gener�cWMP that can be ed�ted andta�loredtosu�tyourpurpose

• Descr�bestheprocessestobeemployed,thestandardstobereferencedandthe�ssuestobeaddressed�nthedevelopmentofaWMP

• Conta�nsanAud�tToolthatcanbeusedtodevelopr�skassessmentforweld�ngandcutt�ng

• Conta�nsProcedures,WorkInstruct�onsandForms/Recordsforsafecutt�ngandweld�ngact�v�t�es thatcanbeadaptedasnecessaryforyourm�ne.

WTIA management SystemsMS01-TWM-01Total Welding Management System

Interact�veCD-ROMWelding Occupational Health, Safety & Rehabilitation Management SystemMS02-OHS-01OHS&RManagersHandbookMS03-OHS-01OHS&RProceduresMS04-OHS-01OHS&RWorkInstruct�onsMS05-OHS-01OHS&RFormsandRecords

FourExpertTechnologyTools�ncorporated�ntooneInteract�veCD-ROM

MS06-ENV-01Welding Environmental Management SystemInteract�veCD-ROM

WTIA Pocket GuidesThesehandys�zedPocketGu�desaredes�gnedtobeusedon a pract�cal day-to-day bas�s by weld�ng and otherpersonnel.

PG01-WD-01Weld Defects

W�llass�stWelders,Weld�ngSuperv�sorsandothers�nthe�dent�ficat�onanddetect�onofdefects,the�rcommoncauses,methodsofprevent�onand�nthe�rrepa�r.

PG02-SS-01Welding of Stainless Steel

A conc�se gu�de forWelders,Weld�ng Superv�sorstoweld�ngprocessesandproceduresforthefabr�cat�onofsta�nlesssteel�nclud�ngCodes,Standardsandspec�-ficat�ons,clean�ngandsurfacefin�sh�ng,goodweld�ngpract�ceandprecaut�ons.

Other Expert Technology ToolsContract review for Welding and Allied

Industries (CD-ROM only)Expla�ns how to rev�ew des�gn, construct�on, supply,�nstallat�on and ma�ntenance contracts �n the weld�ng�ndustry.Ithasbeendes�gnedforpr�vateandgovernmentorgan�sat�ons act�ng �n the capac�ty of a cl�ent or acontractororboth.

TheCDconta�nsmore than36checkl�sts cover�ngareassuchasstructures,pressureequ�pment,p�pel�nes,non-destruct�vetest�ngandprotect�vecoat�ngstovar�ousAustral�anStandards.

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