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    Advanced Materials Opportunities and Challenges

    Jonathan ParkerJonathan ParkerStructural Integrity Associates, IncStructural Integrity Associates, Inc

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    Parker 3C-1/ 2

    Summer Workshop 2005 Annapolis, MD

    Advanced Boiler Steels

    Greater Strength with good ductility allows higherallowable stresses, thinner wall and higher operating

    temperatures and pressures

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    Parker 3C-1/ 3

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    Element Grade 22 Grade 23 Grade 24

    C % 0.15 max 0.04-0.10 0.05-0.10

    Si % 0.50 max 0.50 max 0.15-0.45

    Mn % 0.30-0.60 0.10-0.60 0.30-0.70

    P % 0.030 max 0.030 max 0.020 max

    S % 0.030 max 0.010 max 0.010 max

    Cr % 1.9 -2.6 1.9 - 2.6 2.2 - 2.6

    Mo % 0.87-1.13 0.05-0.30 0.90-1.10

    Ti % - - 0.05-0.10

    Nb % - 0.02-0.08 -

    V % - 0.20-0.30 0.20-0.30W % - 1.45-1.75 -

    Al % - 0.030 max 0.020 max

    N % - 0.030 max 0.012 max

    B % - 0.0005-0.0060 0.0015-0.0070

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    Parker 3C-1/ 4

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    C Si Mn P S Al Cu Cr Ni Mo V W B Nb N

    0,07 0,28 0,54 0,008 0,004 0,018 0,041 2,08 0,047 0,08 0,22 1,65 0,002 0,026 0,011

    Grade 23

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    Parker 3C-1/ 5

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    C Si Mn P S Al Cu Cr Ni Mo V B Nb Ti N

    0,08 0,21 0,53 0,004 0,004 0,004 0,09 2,44 0,18 0,95 0,26 0,004 0,002 0,053 0,0073

    Grade 24

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    Parker 3C-1/ 6

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    Grade 23 has shown problems of Stress Relief Cracking

    0

    200

    400

    600

    800

    1000

    Te

    mperature

    [C

    ]

    cooling rate100 - 150C/h

    540 - 560Cmin. 1h

    250 - 300C

    740C

    heating rate80 - 120C/h

    uniformwall thickness

    pre-

    hea

    ting

    we

    ldin

    g

    intermediate

    stressrelieving

    PWHT-time

    dependson

    wallthickness

    time

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    Parker 3C-1/ 7

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    Can occur where there are significant changes insection, where beads overlap etc

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    Parker 3C-1/ 8

    Summer Workshop 2005 Annapolis, MD

    Tube Cracking in Service

    Cracking on tube side of weld typically due to

    excessive systems or thermal stress

    T23T23

    P91

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    Parker 3C-1/ 9

    Summer Workshop 2005 Annapolis, MD

    Advanced 2%Cr Steels

    Creep Strength

    Temperature [C]

    10

    5 h

    Creepr u

    pturestren

    gth

    [MPa

    ]

    T/P24

    T/P23T/P22

    500 510 520 530 540 550 560 570 580 590 6000

    50

    100

    150

    200

    250

    300

    T/P91

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    Parker 3C-1/ 10

    Summer Workshop 2005 Annapolis, MD

    Advanced 9 to 12 %Cr Steels

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    Parker 3C-1/ 11

    Summer Workshop 2005 Annapolis, MD

    Advanced 9 - 12%Cr Steels

    Grade 91

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    Parker 3C-1/ 12

    Summer Workshop 2005 Annapolis, MD

    Grade 91 Metallurgy

    Martensitic structure brittle so

    tempering requiredNormalizing @1040 1100oC,

    typically 1050oC.

    Need to control cooling toensure completetransformation

    Tempering @ 740 780oC,typically 750 to 760oC ~ 1-2 hr

    Need to avoid nucleation ofnew austenite during temper

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    Parker 3C-1/ 13

    Summer Workshop 2005 Annapolis, MD

    9 12%Cr Steel Metallurgy

    RGB-Image with EELS-

    and EDX-analysis

    blue: Z-Phasered : M23C6black: matrix

    E /eV

    E /eV

    E /eV

    N K V L2,3 Cr L2,3

    Cr L2,3Fe L2,3

    C K

    Cr L2,3

    Fe L2,3

    O K

    400 500300

    600500400300

    500 600 700400

    EELS

    E/eV

    E/eV

    E/eV

    Nb

    V

    Cr

    Cr

    Fe

    Fe

    C

    Cr

    Cr

    Fe

    FeW Mo

    Fe

    FeCrCr

    Fe

    C

    C

    0 4000 8000

    0 4000 8000

    0 4000 8000

    Cr

    Cr

    EDXchemical analysis

    G-X12, HAZ (soft zone), 600C / 90 MPa / 26.000 h

    Cr

    Investigation of Z-Phase - Cr(V,Nb)N

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    Parker 3C-1/ 14

    Summer Workshop 2005 Annapolis, MD

    9 12%Cr Steel Metallurgy

    G-X12, HAZ (soft zone), 600C / 90 MPa / 26.094 h.Thedevelopment of Cr,V,N Z phase coincides with a loss

    of creep strength

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    Parker 3C-1/ 15

    Summer Workshop 2005 Annapolis, MD

    9 12%Cr Steel Metallurgy

    as received condition 3.919 h / 150 MPa 8.065 h / 130 MPa 12.271 h / 120 MPa 26.094 h / 90 MPa

    as received condition 3.919 h / 150 MPa 8.065 h / 130 MPa 12.271 h / 120 MPa 26.094 h / 90 MPa

    G-X12 CrMoWVNbN 10.1.1, HAZ (soft zone)

    Cromocord 10M, weld deposit

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    Parker 3C-1/ 16

    Summer Workshop 2005 Annapolis, MD

    M23C6

    (Cr, Mo, W, Fe)

    Duration at 600C, h

    0 20 000 40 000

    MX(V, Nb), (Nb, V)

    Laves Phase(Mo, W, Cr, Fe)

    Z-Phase(Cr, V, Nb, N)

    9 12%Cr Steel Metallurgy

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    Parker 3C-1/ 17

    Summer Workshop 2005 Annapolis, MD

    Creep Behaviour

    Life with Larson Miller

    Constant of 20 is onethird life with LarsonMiller Constant of 32

    Alternative to describelife with stress and

    temperature.

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    Parker 3C-1/ 18

    Summer Workshop 2005 Annapolis, MD

    Analysis with all rupture data indicates over estimation of long-term strength

    0

    100

    200

    300

    0 - 1000 h (276) 0 - 3000 h (334) all data (408) > 1000 h (132) > 3000 h (74)

    range of rupture times in extrapolation

    (number of data points in brackets)

    100000

    h

    rup

    ture

    stress,

    M

    Pa

    550C

    600C

    650C

    (Ref Ennis 2004)

    Stress for 100 000 hr Rupture P92

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    Parker 3C-1/ 19

    Summer Workshop 2005 Annapolis, MD

    Creep Cavitation Damage

    Long term failure occurs by the development, growthand link up of creep cavities on prior austenite grain

    boundaries, lath boundaries and inclusions

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    Parker 3C-1/ 20

    Summer Workshop 2005 Annapolis, MD

    Creep Cavitation Damage

    Monitoring the

    development ofcavities offersthe opportunityfor assessment

    - must takeappropriate care

    C C i i D

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    Parker 3C-1/ 21

    Summer Workshop 2005 Annapolis, MD

    Creep Cavitation Damage

    Monitoring the development of cavities offers theopportunity for assessment - must take appropriate care

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    Parker 3C-1/ 22

    Summer Workshop 2005 Annapolis, MD

    Oxidation Behaviour

    Significant improvement in oxidation resistance above about 12%CrUseful operating metal temperature for Grade 91 600oC, 1112oF?

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    Parker 3C-1/ 23

    Summer Workshop 2005 Annapolis, MD

    Oxidation Behaviour

    Rate influenced by alloying elements such as SiliconVariation of 2 times for Si levels within specification

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    Parker 3C-1/ 24

    Summer Workshop 2005 Annapolis, MD

    Oxidation Behaviour

    Rate influenced by trace elements such as Sulphur

    O id i B h i

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    Parker 3C-1/ 25

    Summer Workshop 2005 Annapolis, MD

    Oxidation Behaviour

    Exfoliation can cause- tube blockages-rapid overheating and failure- erosion in downstream components

    Thick scale will cause tube overheating & accelerated creep

    Eg Ennis 2002

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    Parker 3C-1/ 26

    Summer Workshop 2005 Annapolis, MD

    Oxidation Behaviour

    ID scale can also act asinitiation site for cracking

    Bends

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    Parker 3C-1/ 27

    Summer Workshop 2005 Annapolis, MD

    Bends

    History of in-service failures in pipe bends withprecipitation strengthened alloys such as CrMoV steel

    problems typically due to bending and subsequent HT

    Bends

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    Parker 3C-1/ 28

    Summer Workshop 2005 Annapolis, MD

    Bends

    Pictures Alstom

    Problems of cracking, prior to, or very soon afterstart of service with Grade 91 tube bends due to

    stress corrosion cracking,

    Bends

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    Parker 3C-1/ 29

    Summer Workshop 2005 Annapolis, MD

    Bends

    Problems of cracking very soon after service withGrade 91 tube bends due to very rapid creep becauseof incorrect heat treatment

    Post bend heat treatment frequently requires a fullrenormalization and tempering.Important to ensure proper control of heat treatment

    Examples of the microstructure in nominally identical bends

    Creep - Fatigue

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    Parker 3C-1/ 30

    Summer Workshop 2005 Annapolis, MD

    Creep - Fatigue

    Interaction leads to similar life reduction to P22

    Data N.Taylor et al

    Creep - Fatigue

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    Parker 3C-1/ 31

    Summer Workshop 2005 Annapolis, MD

    Creep - Fatigue

    In Grade 91interaction leads

    to similar lifereduction to P22i.e.

    Df + Dc = 0.25

    Creep with cyclingreduces life by75% (or more)

    Welds

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    Parker 3C-1/ 32

    Summer Workshop 2005 Annapolis, MD

    Welds

    Control of thermal cycles - required microstructureand precipitation. Typical PWHT ~ 750 760oC

    00,511,522,533,544,555,566,577,588,599,51010,51111,51212,51313,5

    Time

    0

    200

    400

    600

    800

    1000

    Tem

    peratu

    re[

    C]

    250 - 300C

    760C

    Heating rate

    80 - 120C/h

    Cooling rate

    100 - 150C/h

    < 400Ccooling in still air

    + 0- 10

    2 - 4 h

    slowcooling rate

    20 - 100C

    PreheatingWelding

    necessary cooling down after welding

    or soaking

    Welds

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    Parker 3C-1/ 33

    Summer Workshop 2005 Annapolis, MD

    Welds

    E911 multipass weldfusion line red line

    Ac1 green line

    Ac3 blue line

    between Ac1 and Ac3 black area

    Weld Creep

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    Parker 3C-1/ 34

    Summer Workshop 2005 Annapolis, MD

    Weld Creep

    Properties below parent, P91 40-60% reduction factor ?

    HAZ Weak Zone

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    Parker 3C-1/ 35

    Summer Workshop 2005 Annapolis, MD

    HAZ Weak Zone

    Type IV cracking - weak zone caused by overagingduring welding in a narrow zone within the HAZ

    Weld Creep

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    Parker 3C-1/ 36

    Summer Workshop 2005 Annapolis, MD

    Weld Creep

    Weld HAZ verysusceptible toType IV creepCracking

    Life reductionproposed of40 60%

    Tube Cracking in Service

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    Parker 3C-1/ 37

    Summer Workshop 2005 Annapolis, MD

    Tube Cracking in Service

    Stub Tube-to-Header Welds

    Recent experience shows > 100 welds crackedin P91 header after around 60 000 hrs

    Header side cracking of stub tube welds

    Type IV Cracking in Service

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    Parker 3C-1/ 38

    Summer Workshop 2005 Annapolis, MD

    Type IV Cracking in Service

    Plant failures have been reported: In US, early failures associated with high system loading,

    poor heat treatment

    In Europe, first failure after 20 000 hrs was attributed toincorrect heat treatment,

    Others in header end plate welds occurred after 36 500 hrs(with 469 hot and 72 cold starts).

    Nominal operating conditions for the headers were 568C1055oF, and 160bar.

    The failed weld had been inspected with standard UT and

    found clear 8,663 hrs prior to failure. Following the failure, High sensitivity UT was carried out onthe three other modified 9Cr headers on the affected unitand the equivalent headers on another unit. This led to the

    discovery of further damaged end plate welds

    Type IV Cracking in Service

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    Parker 3C-1/ 39

    Summer Workshop 2005 Annapolis, MD

    Type IV Cracking in Service

    Cracks after 36,500h, 469 hot + 72 cold starts

    Brett RWE npower

    Type IV Cracking in Service

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    Parker 3C-1/ 40

    Summer Workshop 2005 Annapolis, MD

    ype C ac g Se ce

    Creep Strength of Grade91 linked to N : Al ratio

    With High Al, limited NAvailable to form Carbo Nitrides and Nitrides,lower Hardness and,more importantly, Lowcreep strength

    Data RWE npower

    Summary

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    Parker 3C-1/ 41

    Summer Workshop 2005 Annapolis, MD

    y

    Advanced Steels typically exhibit excellent parentcreep properties in straight sections with correct

    composition and heat treatment, but Long Term life - Larson Miller Constant

    Oxidation temperature limit, thick scale leads to

    problems with

    Exfoliation

    Cracking

    Over temperature

    Creep Fatigue interaction gives Life at Df + Dc=0.25

    Summary

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    Parker 3C-1/ 42

    Summer Workshop 2005 Annapolis, MD

    y

    Bending introduces complexities which in Grade91 can severely reduce life

    Hot bend , need full renormalize and temper

    Cold bend, heat treatment depends on strain

    Welding can lead to problems due to

    Residual Stress

    PWHT

    Type IV cracking

    Repair, Joining to P22 Inspection, need to use validated high sensitivity

    ultrasonic technique to ensure accuratevolumetric damage assessment

    Type IV Cracking in Service

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    Parker 3C-1/ 43

    Summer Workshop 2005 Annapolis, MD

    yp g

    Type IV Cracking in Service

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    Parker 3C-1/ 44

    Summer Workshop 2005 Annapolis, MD

    yp g

    Weld Issues - P91/ P22

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    Summer Workshop 2005 Annapolis, MD