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    Introduction to

    Welding Technology

    CONSULTANT ENGINEERS - METALLURGY AND WELDING

    The WeldNet

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    Welding processes

    Fusion welding

    Involves melting & solidification

    Solid phase welding

    Explosive bonding

    Diffusion welding

    Friction welding

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    Fusion welding

    Most commonly used processes

    Heat sourceelectric arc, gas flame, laser

    Filler metal

    From electrode, rod, wires, powder, fluxes

    Independently added filler

    No filler (autogenous welding)

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    Weld

    The AWS definition for a welding processis A materials joining process which producescoalescence of materials by heating them to

    suitable temperatures with or without theapplication of pressure or by the application ofpressure alone and with or without the use offiller material".

    Filler (if used) has a melting temperaturesimilar to the parts being joined

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    Weldability

    The capacity of a materialto be welded

    under the imposed fabrication

    conditionsinto a specific, suitablydesigned structureand to perform

    satisfactorily in intended service.

    (ANSI / AWS A3.0)

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    Factors affecting weldability

    Weldability is often considered to be a

    material property.

    However the effect of other variables should not beignored.

    Weldability is also affected by:

    Design of a weld

    Service conditions

    Choice of welding process

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    Design

    Weld joint design and execution

    Thickness, location, access, environment

    Restraint

    Weldment size, assembly sequence

    Service stresses

    Safety factor for welds

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    Physical properties

    Melting and vaporisation temperatures

    Electrical and thermal properties

    Conductivity, expansion coefficient, thermalcapacity, latent heat

    Ionisation potential of electrode

    Magnetic susceptibility

    Reflectivity

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    Solidification of weld metal

    Dendritic or cellular growth

    Segregation

    Depends on composition

    Cooling rate

    Can lead to solidification cracking

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    Dilution

    Proportion of weld metal that comes from the

    base material

    Must be considered for each weld runAffects composition, properties, risk of defects

    Greatest effect when filler composition is

    different to either or both base metals100% for autogenous welds

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    Chemical properties

    Affinity of weld metal for O, N and H

    Susceptibility to porosity, embrittlement

    Presence of a surface film on base metal Oxide films

    Paint or metallic surface coating

    Fluxing / De-oxidising properties of a slag

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    Contaminant gases

    Nitrogen and oxygen from air

    Hydrogen from

    Moisture in air

    Moisture in consumables or surface

    contaminants

    Organic materials (grease, oil, paint etc)

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    Gas-metal reactions

    Liquid metal may react with air or other gases

    Depends on

    Liquid metal composition Gas composition

    Consequences

    Porosity - gas released on solidification

    Formation of compounds

    Embrittlement

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    Metallurgical properties

    Strengthening mechanism of base material

    Weld versus base material strength

    Freezing range Susceptibility to solidification cracking

    Susceptibility to detrimental phases forming

    during welding

    Embrittlement or corrosion

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    Service environment

    Extreme environments

    Corrosive

    Low temperature (brittle failure)

    High temperature (oxidation, creep, embrittlement) Others (wear, fatigue, nuclear)

    The more extreme the environment

    The more difficult it is to find suitable materials

    The more restricted the welding procedure

    becomes to avoid service failure (arc energy)

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    Welding variables

    Arc energy (heat input)

    Preheat and interpass temperature

    Filler metal composition

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    Arc energy

    v

    IxEQ 06.0

    Q = arc energy in kJ/mmI = welding currentE = arc voltagev = travel speed in mm/min

    Low arc energy Small weld pool size Incomplete fusion High cooling rate

    Martensite and hydrogen cracking

    High arc energy Large weld pool size Low cooling rate Increased solidification

    cracking risk Low ductility and strength Precipitation of unwanted particles

    (corrosion and ductility)

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    Preheat and interpass

    Preheat is applied independently

    Gas torches

    Gas radiant heaters Electric resistance heaters

    Interpass temperature

    Temperature before next pass is added

    Controlled by a cooling time, or air or water cooling

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    Raising PH/IP temperature

    Slows cooling rate

    Reduces HICC in steels

    Can increase risk of solidification cracks

    Can increase tendency to embrittlement

    Improves fusion

    Reduces temperature gradient

    Minimises distortion and residual stress

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    Fusion weld structure

    Composite Weldmetal

    Unmixed fusedbase metal

    HAZ

    PartiallyMeltedZone Fusion Line

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    Thermal gradients in HAZ

    Time

    Temperature Fusion lineFusion line + 2mmFusion line + 5 mm

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    Thermal HAZ regions

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    HAZ Structure

    Grain refining

    Weld Coarse grain regionDisturbed microstructure

    Original base material

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    Weld positions and

    joints

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    Welding positions - plate

    Flat 1G Horizontal2G

    Vertical3G

    Up or Down

    Overhead4G

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    Welding positions - pipe

    Axis vertical2G

    Axis horizontal5G

    Axis inclined 456G

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    Weld joints

    Cruciform

    LapCorner

    Butt Tee

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    Weld Types

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    Weld types

    Butt weld

    Between mating members

    Best quality High weld preparation cost

    Fillet weld

    Easy preparation

    Asymmetric loads, lower design loads

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    Butt welds

    Joint types:

    Double welded butt

    Permanent or temporary backing

    Single welded butt

    Lower stress concentration

    Easier ultrasonic testing or radiography

    Expensive preparation

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    Butt weld types

    Single veecan be single

    or double welded

    Single bevel Double vee

    Backed butt (permanent or temporary)

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    Butt weld terms

    Root faceRootgap

    Fusion face

    Included angle

    Bevel angle

    Cap / Reinforcement

    Root run

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    J Preparations

    Land

    Root radiusSingle U preparation

    Double U butt

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    Fillet welds

    Simple to assemble and weld

    Stress concentrations at toes and root

    Notch at root (fatigue, toughness)Critical dimension is throat thickness

    Root gap affects throat thickness

    Radiography and ultrasonic testing is oflimited use

    Large fillets are uneconomic

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    Fillet weld terms

    Root

    Toe

    Weld face

    Toe

    Throatthickness

    Leg length

    Gaps shall be taken into account for minimum leg length

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    Weld preparation dimensions

    Standard preparations

    AS/NZS1554, AS/NZS:3992

    AWS D1.1, ASME B31.3

    Non Standard (Compromise at fabricators risk)

    Weld cross sectional area

    Cost Ease of welding (risk of defects)

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    Weld Defects and

    Discontinuities

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    Welding discontinuitiesDiscontinuities are essentially defects that fall within the

    limitations of the welding standard requirements

    Cracks Never a discontinuity !!

    Porosity Most common complying weld defect

    Incomplete fusion / Inclusions Some allowed by most welding standards

    Defective profile Under-weld, over-weld, lack of root bead, burn through, undercut,spatter etc.

    Most client specifications limit these types

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    Welding defects- Causes Cracks

    HACC / HICC, solidification, liquation causes

    Porosity Gas entrapment / ejection, poor shielding

    Incomplete fusion Sidewall, inter run, root pass, weld toes ( cold lap )

    Electrode angle implicated or poor joint profile

    Inclusions Slag, oxide, tungsten

    Usually operator induced

    Defective weld profile / finish Under-weld, over-weld, lack of root bead, burn through, undercut

    Usually operator induced

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    Some weld defects

    Incomplete penetration

    Cold lapUndercut

    Incomplete sidewall fusion Incomplete root fusion

    Slag inclusion

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    Solidification cracking Low melting point constituents

    Sulphur, Phosphorus, Tin, Lead, Niobium

    Undesirable eutectics

    Grain boundary segregation Segregation of sulphides etc.

    Lowering ductility and raising crack sensitivity

    Strains arising during solidification Solidification range

    Material types, contamination

    Base material dilution, lowering weld strength

    Expansion coefficient Differing between base material and weld material

    Clad materials

    Weld pool shape and size Depth-to-width ratio

    Surface concavity

    Arc energy

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    Solidification cracks

    Crater crack

    Longitudinal crack Centreline Crack

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    Weldability of structural steel

    Benchmark against which other materials

    are judged

    Risk of hydrogen induced cold cracking.Only occurs in ferritic, bainitic or martensitic

    steel

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    Hydrogen induced cold cracks

    HACCHydrogen assisted Presence of hydrogen

    Susceptible microstructure

    Tensile Stress Temperature

    Below ~ 100C

    HICCHydrogen induced

    Hydrogen embrittlement Susceptible microstructure / stress not always

    required

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    Susceptible microstructure

    Weld metal or HAZ

    Martensite or upper bainite

    Composition

    Hardenability and hardness - carbon equivalent

    TTT diagramsCooling rates

    Cooling time between 500C and 300C Section thickness

    Preheat temperature

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    Sources of tensile stress

    Residual stress Restraint

    Through thickness in thick sections

    Applied stress Excessive peening

    Lifting

    Presetting

    Fairing and straightening operations

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    Hydrogen From consumables

    Moisture absorption

    Potential hydrogen test

    Basic consumables have lower potential hydrogen

    From joint contamination Fabrication practices

    Environment

    Machinery

    Temperature and time dependent

    > 150C lower riskdiffusion of hydrogen < 150C to ambient - if susceptible, cracking will occour

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    Methods of control

    Preheat

    Slow down cooling rate between 800C and

    500C Remove hydrogen before weld cools

    below 150C

    Stress relief immediately after weldingLow temp temperature heat treatment (150C

    to 250C, known as out-gassing)

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    HAZ Cracking

    All these approaches are based on studies of the risk ofHAZ cracking.

    Weld metal cracking is less understood.

    Weld metal cracking is more likely in

    Alloy steel weld metals of over 500 MPa yieldstrength

    Submerged arc welds (Chevron cracks)

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    Lamellar tearing

    Pull-out crack (obsolete)

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    Lamellar tearing

    Separation or cracking along planes

    parallel to the principal plane of

    deformation. Occurs in rolled sections mainly but can

    also occur in extrusions and forgings.

    Does not occur in castings Not to be confused with plate lamination.

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    Lamellar tearing

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    Appearance

    Woody looking or stepped crack

    Parallel to rolling direction (in rolled

    sections) Sometimes associated with HACC / HICC

    in the HAZ.

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    Factors affecting risk

    Material

    Through-thickness properties

    DesignThrough thickness strains and restraint

    Fabricator

    Over-welding

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    Design approach

    Consider corner, tee and cruciform joints a

    risk

    Thicker members are at risk (morerestrained)

    Consider joint details with lower risk

    Specify material with adequate throughthickness ductility (testedZ grade)

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    Joint details with lower risk

    Reduce weld size

    Diffuse through thickness strains with joint

    design Minimise restraint

    Balance weld detail

    Avoid welds intersecting in a corner

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    Joint detail comparison

    Poor details Improved details

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    Fabrication practices

    Carefully sequence fabrication to minimise

    restraint

    Choose rolling direction perpendicular toweld axis

    Test cold formed materials for tearing

    Ultrasonically inspect weld areas forlaminations before fit-up

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    Welding practices

    Do not over weld

    Follow practices that minimise stress and

    distortion Buttering can be used to avoid lamellar

    tearing but is expensive.

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    Residual stress and

    distortion

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    Residual stress sources

    Uneven plastic deformation

    Hot or cold forming (rolling, pressing, bending,

    shot blasting)Cutting (machining, shearing)

    Uneven heating and cooling

    Welding, flame cutting, flame straightening Uneven solid phase change

    Quenching steelmicrostructure expansion

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    0

    50

    -50

    -100

    -150

    TEMPERATURE IN MIDDLE BAR Deg C

    0 100 200 300 400 500 600

    100

    150

    200

    -200STR

    ESSIN

    MIDDLEBA

    R

    MPa

    Heating a restrained barMiddle baris heated to600C andallowed tocool

    B

    A

    C

    D

    Compression

    Tension

    EF

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    XX XX

    Residual stress in a butt weld

    ssx

    ssy

    ssx

    0 TensionCompression

    XX XX

    sy Tension

    Compression

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    Possible consequences

    Distortion

    Weld cracking

    Brittle failure

    Fatigue

    Stress corrosion cracking

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    Distortion

    Angular

    Longitudinal Transverse

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    Minimising distortion

    Avoid over-welding

    Use a planned welding sequence

    Restrain the weldmentPreset to allow for distortion

    Welding techniques

    Fast high power techniques, back-stepping,

    preheat

    Preheatto maximise area of shrinkage

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    End of presentation

    Questions ??