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1 Modeling Hydrogen Absorption and HIC of Titanium Alloys under Yucca Mountain Repository Conditions Zack Qin and David W. Shoesmith The University of Western Ontario London, Ontario, Canada 3 rd International Workshop on Long-Term Prediction of Corrosion in Nuclear Waste Systems May 14-18, 2007, The Pennsylvania State University, State College, Pennsylvania, USA

Modeling Hydrogen Absorption and HIC of Titanium Alloys ...publish.uwo.ca/~ecsweb/Presentations/LPCNWS2007.pdf1 Modeling Hydrogen Absorption and HIC of Titanium Alloys under Yucca

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  • 1

    Modeling Hydrogen Absorption and HIC of Titanium Alloys under Yucca Mountain Repository Conditions

    Zack Qin

    and David W. Shoesmith

    The University of Western OntarioLondon, Ontario, Canada

    3rd

    International Workshop on Long-Term Prediction of Corrosion in Nuclear Waste SystemsMay 14-18, 2007, The Pennsylvania State University, State College, Pennsylvania, USA

  • 2

    HUMBOLDTCOUNTY

    PERSHINGCOUNTY

    ELKOCOUNTY

    WHITE PINECOUNTY

    NYECOUNTY

    LAN

    DER

    CO

    UN

    TY

    EUR

    EKA

    CO

    UN

    TYCHURCHILL

    COUNTY

    WA

    SHO

    EC

    OU

    NTY

    MINERALCOUNTY

    STOREYLYON

    DOUGLAS

    ESMERALDACOUNTY LINCOLN

    COUNTY

    CLARKCOUNTY

    LASVEGAS

    INYO COUNTYCALIFORNIA

    NELLISAIR FORCE

    RANGE

    NVTESTSITE

  • 3

  • 4

    Engineered Barrier System (EBS)

  • 5

    Drip Shield (DS)

    The primary function of the DS is to protect the waste package (WP) from seepage drips that could form high ionic strength aqueous solutions at high temperatures and lead to crevice corrosion (CC) on WP material.

  • 6

    DS Criteria to Protect WP from CC

    CC initiates only after the establishment of aqueous conditions (T < Taq), and when T > TCC, the CC threshold temperature.

    DS is required to provide protection for 2000 years on realistic conditions to 6000 years on more aggressive, but much less likely, conditions.

  • 7

    Ti-7 for construction of the shell for primary corrosion resistanceTi-28/29 for the support members for a combination of corrosion and mechanical stabilityExceptional corrosion resistance (25~40 nm/yr)Potentially susceptible to hydrogen induced cracking (HIC)

    Titanium Alloys

    ASTM Grade

    Crystal structure

    Composition(%wt)

    Tensile (MPa)

    Yield (MPa)

    Modulus (104 MPa)

    Ti-7 α (0.12~0.25) Pd 345 275 10.3

    Ti-28 α/β 3Al-2.5V-(0.08~0.14) Ru 620 483 9.03

    Ti-29 α/β 6Al-4V-(0.08~0.14) Ru 829 795 11.2

    Composition and mechanical properties

  • 8

    Hydride Layer

    Dense Band

    Metal

    From AECL report 11608 From AECL report 11284

    Surface hydride layer Hydrogen-induced cracking

    Hydrogen Induced Cracking (HIC)Hydrogen ingress into Ti-alloys will result in formation of hydrides and fast crack growth which ultimately would lead to instantaneous failure.

  • 9

    O2-

    H2 O

    Habs

    H2

    Ti4+

    Ti

    OxideGrowth

    MetalOxidation

    HydrideFormation

    TiHx

    TiO2

    H+

    Water Reduction

    TiOOH OxideTransformation

    AqueousEnvironment

    PassiveOxide

    Metal

    Corrosion and Hydrogen Absorption Processes

  • 10

    Failure Model for Ti Drip ShieldsDegradation modes: general corrosion (GC) and HIC

    Corrosion occurs only when aqueous conditions are established:

    Source of hydrogen:Only a small fraction of the hydrogen produced will absorb into the metal:

    The absorbed hydrogen is uniformly distributed in the metal:

    Ti + 2 H2

    O →TiO2

    + 4 H

    absorbedH

    produce

    mfm

    Δ=

    Δ

    )( 0 cTiH

    H hhAmC

    −=ρ

    T < Taq

    The two processes are inextricably linked since the rate of hydrogen absorption is controlled by the GC rate.

    4 HTi

    fM

    γ =

  • 11

    Hydrogen produced by the corrosion process will absorb into Ti. On the other hand, the hydrogen already absorbed will be released as the metal containing the hydrogen converts to oxide. There is also a possibility of hydrogen re-distribution between the metal and the oxide.

    ( ) cc

    HTiH dhhh

    mAdm ⎥⎦

    ⎤⎢⎣

    ⎡−

    −+−=0

    1 ηγγρ

    Hydrogen Concentration

    ⎪⎭

    ⎪⎬⎫

    ⎪⎩

    ⎪⎨⎧

    ⎥⎦

    ⎤⎢⎣

    ⎡−−

    −=

    −ηγ

    ηγγ

    0

    )(11)(h

    thtC cH

    When η

    = γ⎥⎦

    ⎤⎢⎣

    ⎡−−=

    0

    )(1ln)(h

    thtC cH γ

  • 12

    H c

    once

    ntra

    tion

    CH

    Pene

    trat

    ion

    dept

    h h c

    Time

    h0

    CHIC

    tHIC tGC

    Failure by HIC always prior to failure by GC, i.e. tHIC < tGC

    Sufficiently high stress intensity exists causing instant brittle failure once the absorbed hydrogen concentration exceeds a critical value

    HICHICH CtC =)(

    Failures by GC if corrosion penetrates the wall allowance ∫ =

    GCt

    GC hdtR0 0

    Failure Criteria

  • 13

    Monte Carlo SimulationsMonte Carlo simulation is an ideal tool for predicting EBS lifetimes, since it accounts for the uncertainties arising from using experimental databases measured over short time periods for long time predictions by a probabilistic approach.Monte Carlo code, EBSPA, currently in its fourth version, for performance assessment of EBS.

  • 14

    The EBSPA can calculate: a.

    the cumulative probability of failures (CPF) of DS, WP, and EBS;b.

    the responsibility ratio of individual components to overall EBS

    failure; c.

    the contribution

    of different degradation modes to failure;d.

    the effect of volcanic events on EBS lifetime.

    EBSPA Code

    104 105 10610-5

    10-4

    10-3

    10-2

    10-1

    100

    C

    umul

    ativ

    e pr

    obab

    ility

    Lifetime (year)

    DS WS OL Lid WP EBS

  • 15

    Flow Chart of DS Simulation

    T < Taq

    CH

    (t) = ΣΔmH

    (t) /[ρTi

    A(h0

    -hc

    (t)] hc

    = Σ RGC

    (t) Δt

    hc

    (tGC

    )

    ≥ h0 CH

    (tHIC

    ) ≥ CHIC

    tHIC

    < tGC

    GC failure HIC failure

    GC HIC

    No Yes

  • 16

    0 0.5( , ) ( )H Hf T t f T t−=

    H absorption depends both on temperature and time

    Simulation Parameters

    CHIC is the hydrogen concentration above which fast crack growth (brittle failure) occurs.

    100 101 102 103 104 105 10610-5

    10-4

    10-3

    10-2

    10-1

    100

    T < 100°C

    f H

    time (year)

    T > 100°C

  • 17

    Parameter Distribution Values

    Taq

    (°C) N/A 120

    RGC

    (nm/year) Weibull scale factor = 22.4566, shape factor = 0.8057

    Enhancement ×b N/A 1, 2, 5

    CHIC

    (ppmw) Uniform 100–300, 200–600

    fH0

    (T < 100°C) Uniform 0.001–0.01, 0.01–0.1, 0.1–0.3, 0.3–0.5, 0.5–0.7

    fH0

    (T > 100°C) Uniform 0.01–0.1, 0.1–0.3, 0.3–0.5, 0.5–0.7, 0.7–0.9

    Simulation Parameters

    0 20 40 60 80 100 120

    0.0

    0.2

    0.4

    0.6

    0.8

    1.0

    Experimental Weibull

    Cum

    ulat

    ive

    Dis

    trib

    utio

    n Fu

    nctio

    n

    GC rate of Ti -DS (nm/yr)

    Data from Lawrence Livermore National Lab fitted to a Weibull

    distribution•

    Enhancement b×RGC

    Corrosion rate RGC

  • 18

    Effective initial failure: CPF = 0.0001 (for ~10,000 DS)The higher fH0, the early the DS would fail, and the fewer DS that would survive after 1,000,000 years.The effect of CHIC is significant at higher fH0, but less so when fH0 is small.

    Simulation Results: Effects of fH0

    and CHIC

    0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.00

    1x104

    2x104

    3x104

    4x104

    5x104

    cHIC=100-300 ppm cHIC=200-600 ppm

    Initi

    al fa

    ilure

    (yrs

    )

    Max fH0

    0.0 0.2 0.4 0.6 0.8 1.040

    42

    44

    46

    48

    50

    52

    54

    cHIC=100-300 ppm cHIC=200-600 ppm

    106 y

    ears

    sur

    viva

    l (%

    )

    Max fH0

  • 19

    Even for the most aggressive enhancement tested (b = 5), the DS would likely survive for more than the period required to protect the WP from CC on conservative conditions.

    Simulation Results: Effect of RGC

    103 104 105 10610-5

    10-4

    10-3

    10-2

    10-1

    100

    b = 1

    2

    realistic

    Cum

    ulat

    ive

    prob

    abili

    ty

    Lifetime (year)conservative

    5

  • 20

    Conclusions

    Probabilistic model based on anticipated repository environment and available data on the corrosion of titanium and its alloys.It considers general aqueous corrosion and HIC as the degradation modes; the model inevitably predicts failure by HIC prior to failure by general corrosion.Based on the model, the Monte Carlo code, EBSPA, was developed to predict the lifetime of DS, WP, and EBS.The most important parameters that affect HIC in the DS are fH, CHIC, and RGC. The sensitivities to these parameters were investigated by Monte Carlo simulations.

  • 21

    Further ImprovementsHydrogen transport in titanium. The coupled absorption and diffusion equations could be solved by the finite element method using COMSOL Multiphysics.the formation of hydride layer near the DS surface, and its influence on hydrogen absorption.H absorption occurs locally at fault sites in the passive film, such as grain boundaries and mismatched phases.Assessment of galvanic coupling between the titanium surface and carbon steel structure components, a process that would be expected to accelerate the rate of hydrogen production and absorption.A shift in support of GC of titanium from water reduction to oxygen reduction, a process that does not produce hydrogen.

  • 22

    Electrochemistry and Corrosion Studies at Western

    http://publish.uwo.ca/~ecsweb

    Thank YouAcknowledgements

    This project was funded by the Natural Science and Engineering Research Council of Canada (NSERC)

    Modeling Hydrogen Absorption and HIC of Titanium Alloys under Yucca Mountain Repository ConditionsSlide Number 2Slide Number 3Slide Number 4Slide Number 5Slide Number 6Slide Number 7Slide Number 8Slide Number 9Slide Number 10Slide Number 11Slide Number 12Slide Number 13Slide Number 14Slide Number 15Slide Number 16Slide Number 17Slide Number 18Slide Number 19Slide Number 20Slide Number 21Slide Number 22