Corrosion Prevention 316

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    CORROSIONCONTROL

    MATERIAL SELECTIONALTERATION OF ENVIRONMENT

    PROPER DESIGNCATHODIC PROTECTIONANODIC PROTECTION

    COATINGS & WRAPPING

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    (1) MATERIAL SELECTION (selection of proper material for a

    particular corrosive service)

    Metallic [metal and alloy]

    Nonmetallic [rubbers (natural and synthetic),

    plastics, ceramics, carbon and graphite, and wood]

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    Metals and Alloys

    No Environment Proper material

    1 Nitric acid Stainless steels

    2 Caustic Nickel and nickelalloys

    3 Hydrofluoric acid Monel (Ni-Cu)

    4 Hot hydrochloricacid

    Hastelloys (Ni-Cr-Mo) (Chlorimets)

    5 Dilute sulfuric acid Lead

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    No Environment Proper material6 Nonstaining

    atmospheric exposureAluminium

    7 Distilled water Tin8 Hot strong oxidizing

    solutionTitanium

    9 Ultimate resistance Tantalum

    10 Concentrated sulfuricacid

    Steel

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    E.g : StainlessSteels

    Stainless steels are

    iron base alloys that

    contain a minimum of

    approximately 11%Cr, the amount

    needed to prevent the

    formation of rust in

    unpollutedatmosphere.wt.% Cr

    Dissolu

    tionrate,

    cm/se

    c

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    Binary diagram of Fe-Cr

    Sigma phaseformation whichis initially formed

    at grainboundaries has tobe avoidedbecause it willincrease

    hardness,decrease ductilityand notchtoughness as well

    as reducecorrosion

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    2. Nickel

    Structure: FCC (austenite formingelement/stabilize austenitic structure)

    Added to produce austenitic or duplex stainlesssteels. These materials possess excellent ductility,formability and toughness as well as weld-ability.

    Nickel improves mechanical properties ofstainless steels servicing at high temperatures.

    Nickel increases aqueous corrosion resistance ofmaterials.

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    Ternary diagram of Fe-Cr-Ni at 6500 and 10000C

    AISI : American Iron and Steel Institute

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    Anodic polarization curves of Cr, Ni and Fe in 1 N

    H2SO4 solution

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    Influence of Cr on corrosion resistance of iron

    base alloy

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    Influence of Ni on corrosion resistance of iron base alloy

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    Influence of Cr on

    iron base alloy

    containing 8.3-

    9.8wt.%Ni

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    3. Carbon

    Very strong austenite forming element (30xmore effective than Ni). I.e. if austenitic

    stainless steel 18Cr-8Ni contains 0.007%C,its structure will convert to ferritic structure.However the concentration of carbon isusually limited to 0.08%C (normal

    stainless steels) and 0.03%C (low carbonstainless steels to avoid sensitization duringwelding).

    nor a oy ng

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    nor a oy ngelements :

    Manganese

    Austenitic forming element. When necessary can beused to substitute Ni. Concentration of Mn in stainlesssteel is usually 2-3%.

    Molybdenum

    Ferritic forming element. Added to increase pittingcorrosion resistance of stainless steel (2-4%).

    Molybdenum addition has to be followed by decreasingchromium concentration (i.e. in 18-8SS has to bedecreased down to 16-18%) and increasing nickelconcentration (i.e. has to be increased up to 10-14%).

    Improves mechanical properties of stainless steel athigh temperature. Increase aqueous corrosionresistance of material exposed in reducing acid.

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    Tungsten

    Is added to increase the strength and toughnessof martensitic stainless steel.

    Nitrogen (up to 0.25%)Stabilize austenitic structure. Increases strength

    and corrosion resistance. Increases weld ability ofduplex SS.

    Titanium, Niobium and Tantalum

    To stabilize stainless steel by reducing susceptibilityof the material to intergranular corrosion. Tiaddition > 5x%C. Ta+Nb addition > 10x%C.

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    Copper

    Is added to increase corrosion resistance of

    stainless steel exposed in environment containingsulfuric acid.

    Silicon

    Reduce susceptibility of SS to pitting and crevicecorrosion as well as SCC.

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    Influence of alloying elements onpitting corrosion resistance ofstainless steels

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    Influence of alloying elements oncrevice corrosion resistance ofstainless steels

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    Influence of alloying elementson SCC resistance of stainlesssteels

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    Five basic types of stainlesssteels :

    Austenitic - Susceptible to SCC. Can be hardenedby only by cold working. Good toughness andformability, easily to be welded and high corrosionresistance. Nonmagnetic except after excess coldworking due to martensitic formation.

    Martensitic - Application: when high mechanicalstrength and wear resistance combined with somedegree of corrosion resistance are required. Typicalapplication include steam turbine blades, valvesbody and seats, bolts and screws, springs, knives,surgical instruments, and chemical engineering

    equipment. Ferritic - Higher resistance to SCC than austenitic

    SS. Tend to be notch sensitive and are susceptible toembrittlement during welding. Not recommended forservice above 3000C because they will loss their

    room temperature ductility.

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    Duplex (austenitic + ferritic) has enhancedresistance to SCC with corrosion resistance performancesimilar to AISI 316 SS. Has higher tensile strengths thanthe austenitic type, are slightly less easy to form and haveweld ability similar to the austenitic stainless steel. Can beconsidered as combining many of the best features of

    both the austenitic and ferritic types. Suffer a loss impactstrength if held for extended periods at high temperaturesabove 3000C.

    Precipitation hardening - Have the highest strength but

    require proper heat-treatment to develop the correctcombination of strength and corrosion resistance. To beused for specialized application where high strengthtogether with good corrosion resistance is required.

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    Stress Corrosion Cracking of StainlessSteel

    Stress corrosion cracking (SCC) is defined ascrack nucleation and propagation in stainlesssteel caused by synergistic action of tensilestress, either constant or slightly changing with

    time, together with crack tip chemical reactionsor other environment-induced crack tip effect.

    SCC failure is a brittle failure at relatively lowconstant tensile stress of an alloy exposed in a

    specific corrosive environment.

    However the final fracture because of overload ofremaining load-bearing section is no longer SCC.

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    Three conditions must be presentsimultaneously to produce SCC:

    - a critical environment

    - a susceptible alloy

    - some component of tensilestress

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    Tensile

    stress

    Corrosive

    environment

    Susceptible

    material

    Stress

    corrosion

    cracking

    Tensile stressis below yield

    point

    Corrosive

    environment is

    often specific to

    the alloy system

    Pure metals are more

    resistance to SCC but not

    immune and susceptibility

    increases with strength

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    Typical micro cracks formed duringSCC of sensitized AISI 304 SS

    Surface morphology

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    Example of crack propagation during

    transgranular stress corrosion cracking (TGSCC)brass

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    Example of crack

    propagation during

    intergranular stresscorrosion cracking

    (IGSCC) ASTM A245

    carbon steel

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    Fracture surface oftransgranular SCC on

    austenitic stainless steel in

    hot chloride solution

    Fracture surface of

    intergranular SCC oncarbon steel in hot nitric

    solution

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    Fracture surface due to

    intergranular SCC

    Fracture surface due to

    local stress has reached its

    tensile strength value on the

    remaining section

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    Electrochemical effect

    pitting

    passive

    active

    cracking

    zones

    Usual region for TGSCC,mostly is initiated by

    pitting corrosion

    (transgranular cracking

    propagation needs higher

    energy)

    Usual region for IGSCC,SCC usually occurs where

    the passive film is relatively

    weak

    Zone 1

    Zone 2

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    Note that non-susceptible alloy-environmentcombinations, will not crack the alloy even if held inone of the potential zones.

    Temperature and solution composition (includingpH, dissolved oxidizers, aggressive ions andinhibitors or passivators) can modify the anodicpolarization behavior to permit SCC.

    Susceptibility to SCC cannot be predicted solelyfrom the anodic polarization curve.

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    Models of stress corrosioncracking

    Slip step dissolution model

    Discontinuous intergranular crack growth

    Crack nucleation by rows of corrosionmicro-tunnels

    Absorption induced cleavage

    Surface mobility (atoms migrate out of the

    crack tips)Hydrogen embrittlementHIC

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    Control/prevention :

    Reduce applied stress level

    Remove residual tensile stress (internal

    stress) Lowering oxidizing agent and/or critical

    species from the environment

    Add inhibitorUse more resistant alloys

    Cathodic protection

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    Alteration of Environment

    Typical changes in medium are :

    Lowering temperature but there are caseswhere increasing T decreases attack. E.g hot,fresh or salt water is raised to boiling T andresult in decreasing O

    2solubility with T.

    Decreasing velocity exception ; metals &alloys that passivate (e.g stainless steel)generally have better resistance to flowingmediums than stagnant. Avoid very highvelocity because of erosion-corrosion effects.

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    Removing oxygen or oxidizers e.g boilerfeedwater was deaerated by passing it thru a largemass of scrap steel. Modern practice vacuumtreatment, inert gas sparging, or thru the use of

    oxygen scavengers. However, not recommended foractive-passive metals or alloys. These materialsrequire oxidizers to form protective oxide films.

    Changing concentration higher concentrationof acid has higher amount of active species (H ions).However, for materials that exhibit passivity, effectis normally negligible.

    Environment factors

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    Environment factorsaffecting corrosion design:

    Dust particles and man-made pollution CO, NO,methane, etc.

    Temperature high T & high humidity

    accelerates corrosion. Rainfall excess washes corrosive materials and

    debris but scarce may leave water droplets.

    Proximity to sea

    Air pollution NaCl, SO2, sulfurous acid, etc.

    Humidity cause condensation.

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    Design Dos & Donts

    Wall thickness allowance to accommodate for corrosioneffect.

    Avoid excessive mechanical stresses and stressconcentrations in components exposed to corrosive

    mediums. Esp when using materials susceptible to SCC. Avoid galvanic contact / electrical contact between dissimilar

    metals to prevent galvanic corrosion.

    Avoid sharp bends in piping systems when high velocitiesand/or solid in suspension are involved erosion corrosion.

    Avoid crevices e.g weld rather than rivet tanks and othercontainers, proper trimming of gasket, etc.

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    Avoid sharp corners paint tends to be thinner at sharp

    corners and often starts to fail. Provide for easy drainage (esp tanks) avoid remaining

    liquids collect at bottom. E.g steel is resistant againstconcentrated sulfuric acid. But if remaining liquid isexposed to air, acid tend to absorb moisture, resulting in

    dilution and rapid attack occurs. Avoid hot spots during heat transfer operations localized

    heating and high corrosion rates. Hot spots also tend toproduce stresses SCC failures.

    Design to exclude air except for active-passive metals and

    alloys coz they require O2 for protective films. Most general rule : AVOID HETEROGENEITY!!!

    Protective Coatings /

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    Protective Coatings /Wrapping

    Provide barrier between metal and environment. Coatings may act as sacrificial anode or release

    substance that inhibit corrosive attack on substrate.

    Metal coatings :

    Noble silver, copper, nickel, Cr, Sn, Pb on steel.Should be free of pores/discontinuity coz createssmall anode-large cathode leading to rapid attackat the damaged areas.

    Sacrificial Zn, Al, Cd on steel. Exposed substratewill be cathodic & will be protected.

    Application hot dipping, flame spraying,cladding, electroplating, vapor deposition, etc.

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    Surface modification to structure or composition by useof directed energy or particle beams. E.g ion implantationand laser processing.

    Inorganic coating : cement coatings, glass coatings,

    ceramic coatings, chemical conversion coatings. Chemical conversion anodizing, phosphatizing, oxide

    coating, chromate.

    Organic coating : paints, lacquers, varnishes. Coatingliquid generally consists of solvent, resin and pigment.

    The resin provides chemical and corrosion resistance, andpigments may also have corrosion inhibition functions.