17. Weldability

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    Types of fracture

    Appear when yielding and deformationprecedes failure

    Ductile fracture

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    it is the result of overloading

    evidence of gross yielding or plasticdeformation

    the fracture surface is rough and torn

    the surface shows 45 shear lips or havesurfaces inclined at 45 to the loaddirection (because maximum shearplane is at 45 to the load!)

    Types of fracture

    Ductile fracture distinguish features:

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    Brittle fracture is a fast, unstable type offracture.

    Types of fracture

    Brittle fracture

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    Types of fracture

    Factors affecting brittle fracture: Temperature (transition curve, convergence of YS

    and UTS as the temperature is reduced)

    Crystalline structure (b.c.c. vs. f.c.c.)

    Material toughness

    Residual stress

    Strain rate (YS increase but UTS remain constant)

    Material thickness (restrain due to surroundingmaterial)

    Stress concentrations/weld defects

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    Types of fracture

    Causes for brittle fracture:

    Presence of weld defects (poor quality)

    Poor toughness in parent material (wrongchoice)

    Poor toughness in HAZ (to high heat input)

    High level of residual stress (no PWHT,wrong design)

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    Types of fracture

    If a material is subjected to a static load,final rupture is preceded by very largestrains.

    If the same material is subjected torepeated loads, failure may occur:

    At stress well below elastic limit

    With little or no plastic deformation

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    Fatigue fracture occurs in structures subject torepeated application of tensile stress. Crack growth isslow (in same cases, crack may grow into an area oflow stress and stop without failure).

    Types of fracture

    Fatigue fracture

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    crack growth is slow

    it initiate from stress concentration points

    load is considerably below the design or yield stress level

    the surface is smooth the surface is bounded by a curve

    bands may sometimes be seen on the smooth surface -beachmarks. They show the progress of the crack frontfrom the point of origin

    the surface is 90 to the load final fracture will usually take the form of gross yielding

    (as the maximum stress in the remaining ligamentincrease!)

    fatigue crack need initiation + propagation periods

    Types of fracture

    Fatigue fracture distinguish features:

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    Avoiding fatigue fracture

    Use smooth shapes and transitions

    if possible, position welds in low stress areas

    Check weld joint classification Check effect of possible weld defects;define weld quality

    Use improvement techniquesProvide for inspection in service for fatiguecracks

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    Types of fracture

    Creep is a time-temperature dependantphenomenon

    Section under stress continue to deformeven if the load is maintained constant

    Creep is most likely when operating nearthe recrystallization temperature of that

    material Usually appear in case of process plant

    equipment, due to heating and coolingcycles

    Creep fracture distinguish features:

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    Welding Defects

    Classified by Shape

    Longitudinal

    Transverse

    Branched

    Chevron

    CracksClassified by PositionHAZCenter line

    CraterFusion zoneParent metal

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    Welding Defects

    4 Crack Types

    Solidification cracks

    Lamellar tearing

    Hydrogen induced cracks

    Reheat cracks

    Cracks

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    Welding Defects

    Solidification Cracking

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    Welding Defects

    Deeper and narrow weldbeads are prone tosolidification cracking(depth to width ratio

    over 2:1)In order to avoid

    solidification cracking,reduce penetration andincrease bead width(depth to width ratio0,5:1)

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    Welding Defects

    Lamellar Tearing

    Step like appearance

    Occurs in parent material or HAZ Only in rolled direction of the parent material

    Associated with restrained joints subjected tothrough thickness stresses on corners, tees and

    fillets Requires high sulphur or non-metallic inclusions

    Cracks

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    Welding Defects

    Lamellar Tearing

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    Welding Defects

    Re-heat cracking

    Occurs mainly in HAZ of low alloy steels duringpost weld heat treatment or service at elevated

    temperatures Occurs in areas of high stress and existing defects

    Prevented by toe grinding, elimination of poorprofile material selection and controlled post weld

    heat treatment

    Cracks

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    Welding Defects

    Hydrogen Induced

    Requires susceptible grain structure, stress andhydrogen

    Hydrogen enters via welding arc

    Hydrogen source - atmosphere or contamination ofpreparation or electrode

    Moisture diffuses out into parent metal on cooling

    Most likely in HAZ

    Cracks

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    Cold (Hydrogen) Cracking

    Also known as Toe, Underbead, HICC, delayed andchevron cracking.

    Occurs in carbon; C/manganese; Low, medium and

    high alloy steels:-FERRITIC/MARTENSITICsteels.

    Very rarely in austenitic or duplex stainless steels,

    never in Ni or Cu alloys. i.e.Body centered cubic metals NOT face centered cubicmetals

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    Cold (Hydrogen) Cracking

    Typical sites for cold cracking

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    Cold (Hydrogen) Cracking

    Toe cracking in MMA fillet weld

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    Cold (Hydrogen) Cracking

    Occurs :-

    At temperatures below 300oc

    May be up to 72hrs after completion

    In weld metal, HAZ, parent metal.

    At weld toes, under weld beads, at stressraisers.

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    Cold (Hydrogen) Cracking

    Presence of hydrogen

    From moisture in the consumables damp

    electrodes, damp flux, water in shield gas.

    Condensation on parent metal

    Dirt/grease on consumables or weld preps

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    Cold (Hydrogen) Cracking

    Reduce Hydrogen Level

    Select lower hydrogen potential process e.g.

    BASIC vs. RUTILEMAG vs. MMA

    Increase hydrogen diffusion with increased preheat

    Maintain preheat after welding allowing diffusion from weld

    Bake basic MMA electrodes/SAW fluxes - manufacturersrecommendations!

    Cleanliness/dryness of consumables and weld preparations e.g.rust scale grease cutting fluids

    Use austenitic or nickel fillers

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    Cold (Hydrogen) Cracking

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    Cold (Hydrogen) Cracking

    Susceptible microstructure

    Hard brittle structure MARTENSITIC Promoted by:

    A) High Carbon Content, Carbon Equiv (CE)

    Heat input = Amps x Volts x arc time

    Run out length x 10-3 (1000) Kj/mm

    C + Mn + Cr+Mo+V + Ni+Cu

    6 5 15B) high alloy content

    C) fast cooling rate:-

    Cold Material, Thick Material and Low Heat Input.

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    Cold (Hydrogen) Cracking

    COMBINED THICKNESS - used to calculatecombined chilling effect of joint type andthickness.

    Combined Thickness t1+t2 + t375mm

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    Cold (Hydrogen) Cracking

    Preheat Temperature Control

    TEMPILSTIKS - crayons, melt at set temps. Will notmeasure max temp.

    Pyrometers - contact or remote, measure actualtemp.

    Thermocouples - contact or attached, very accurate,measure actual temp.

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    Cold (Hydrogen) Cracking

    Application Of Preheat

    Heat 75mm either side of joint

    Heat opposite face

    Measure temp 2mins after heat removal

    Always best to heat complete component rather thanlocal if possible

    If procedure requires preheat

    So do tack welds and attachments

    Even if procedure does not require preheat tack weldsand attachments may

    Preheat always higher for fillet than butt

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    Cold (Hydrogen) Cracking

    Preheat application

    Furnace - heats entire component - best

    Electrical preheat elements -controllable; Portable; Siteuse; Clean; Component cannot be moved.

    Gas burners - direct flame impingement; Possible localoverheating; Less controllable;Portable; Manual operationpossible; Component can be moved.

    Radiant gas heaters - capable of automatic control; Noflame impingement; No contact with component; Portable.

    Induction heating - controllable; Rapid heating (mins nothours); Large power supply; Expensive equipment

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    Manual gas preheating

    Cold (Hydrogen) Cracking

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    Cold (Hydrogen) Cracking

    Electrical preheat of large steel structure

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    Cold (Hydrogen) Cracking

    Prevention

    Slow the cooling rate

    Reduce hydrogen level

    Reduce residual stress

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    WELD DECAY

    The risk of weld decay has reduced significantly in recent

    years through the development of low carbon grades (e.g.304L, 316L) which contain 0.03%C, and 'stabilised' grades(e.g. 321, 347) containing either Ti or Nb, to form carbidespreferentially to Cr.

    In both types of steel, the amount of free carbon in solutionis sufficiently low to ensure that Cr carbide formation isminimal and therefore that sensitisation is not usually ofpractical significance during welding.

    Carbon levels in the standard austenitic grades have alsobeen reduced in recent years, usually to levels of 0.05%,reducing the tendency for sensitisation so that this is verymuch less of a practical problem than was the case in thepast.

    C

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    WELD DECAY

    Sensitisation range where peak temperatures inthe HAZ reaches about 6000C to 8500C

    WELD DECAY

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    WELD DECAY

    When heated in the range 6000C to 8500Ccarbides form at the grain boundaries

    Chromium migrates tosite of growing carbide

    WELD DECAY

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    WELD DECAY

    Grain boundaries become depleted of chromiumand lose their corrosion resistance

    WELD DECAY

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    WELD DECAY

    WELD DECAY

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    WELD DECAY