Creep of Metals 2009

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    Creep of metals

    Section No. 5

    Component/materials often subjected to high

    temperatures and static mechanical stresses.

    CREEP: Time dependent and permanent deformation

    when subjected to constant load at elevated

    temperatures.

    Metals > 0.4 Tm (Tm is melting point in Kelvin)Polymers very sensitive to temperature.

    We will consider metals.

    Creep rupture

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    See Moodle on

    measurements

    issues.

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    constant creep rate

    Steadystate creep

    rate: this is

    something

    we can use

    for design

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    Creep measurements/indicators

    (i) Steady state creep in stage II

    (ii) Time to rupture : tR

    dt

    d

    tII

    II

    I !(

    (

    !

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    Remove instantaneous

    strain I0 and measure

    gradient of steady state

    region

    Increase in W leads to:

    Increase in III

    Decrease in tr

    Increase in I0(elastic deformation)

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    Derivation of stress function , 3

    Intercept (i.e. K

    constant in power

    law) depends on

    temperature

    Gradient (n)

    independent of

    temperature

    Highest T

    Lowest T

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    Increase in T leads to:

    Increase in III

    Decrease in tr

    Increase in I0 (E decreases with increase in T)

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    Gradient = -Q / R

    independent ofstress

    W1 (lowest stress)

    W3 (highest stress)

    log A1

    log A3

    Intercept

    dependent on

    stress level

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    NATURAL

    LOGS

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    n

    II TK 11 ).()(WWI !

    n

    II TK WWI ).()( !

    )()1( TKII !I

    W= W1

    W=

    11 log)1(log)(log WIWI nIIII !

    Development of Constitutive Equation

    Power law creep

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    Relevant equations:

    At particular8(power law creep)

    At particularW

    For particularW and T

    n

    II KWI 1!

    -

    !RTQKII exp2I

    -

    !

    RTQK nII exp..3 WI

    Q = activation energy for creep

    Variety of creep mechanisms lead to different values of Q and n

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    Data Extrapolation

    e.g. power plant design for25 years lifetime

    Data extrapolation allows testing at elevated temperatures

    or higher stress to test for shorter times.

    - enables comparison on materials/materials selection

    - determine lifetime of component or operating stress

    Variety of methods to deal with experimental data captures during

    creep testing.

    ConsiderDORN and LARSON-MILLAR approaches.

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    For each stress level

    NATURAL LOG

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    Larson-Millar Parameter (LMP)

    LMP = T ( C + log tr)

    C = constant (17-23)

    T = temperature (K)

    tr= rupture lifetime

    IfLMP is known for specific stress level and temperaturethen rupture lifetime can be calculated

    LMP versus stress plotted on a single creep mastercurve

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    T(20+ log tr) (K hr)

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    Design Example:

    For S-590 iron predict

    timeto rupture for a

    componentsubjectsto

    stress of 140MPa at 800C

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    Practical Aspects ofLMP

    (i) Stress/activation energy (gradient) interaction

    (ii) Time for rupture/failure ONLY, not strain rate

    (iii) Relatively low cost testing no need to

    measure strain.

    (iv) Used in applications where strain is not aserious problem e.g. surpheater tubes in

    steam power plant.

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    Practical aspects ofDorn

    Diffusion controlled (Arrhenius)

    Measure steady state strain rate (not rupture time) at range of stressand temperatures

    Expensive: Precise strain measurements of elevated temperatureand close control of temperature required (to measure Q)

    Critical applications with design for minimum strain. e.g. turbineblades which require high tolerance.

    See Moodle on measurements issues (I expect you to read this)

    [Stress_Rupture_and_Creep_Testing_Details.pdf]

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    In this case time to specific strain (1%) rather than absolute strain rate

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    DORN LMP

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    Case Study: Power plant failures

    Steel pipes for power plant

    Superheated steam to turbines

    Diameter 0.75m, thickness (t) 37.5mm

    Internal pressure 5MPa

    Temperature of steam 811K

    ~0.44Tm so creep rupture/deformation

    possible

    Pipes constructed from flat plates androlled and welded along seam

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    1980s Two failures with damage and fatalities

    Failures after 10-15yrs service.

    Tangental stress () is:

    W= P. r / t (thin wall approximation)

    W= 50MPa

    Calculate expected lifetime:

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    Why did it failure less than 20yrs ?

    Welding changed microstructure and creep resistance of steel.

    Short term solution: Regular inspection (increased costs), reduce temperature or

    pressure (reduces efficiency of power plant)

    Long term solution: Change/discontinue welding process (seamless pipes),

    increase thickness

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    Dangers of extrapolation Unexpected changes in creep behaviour at different stress or temperature

    Short experimental tests require higher T Grain growth

    Phase changes

    Recrystallisation (new grain growth)

    Precipitate formation

    Oxidation

    Testing uniaxial loads in reality multi-axial loading

    Military turbines - few 100hrs lifetime

    Steam turbine 100,000 hrs

    Use extrapolation with caution, with sufficient expertise, knowledge ofmaterials and adequate safety factors.

    Loss of accuracy reading off log curves.

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    Creep resistant materials

    (i) High melting point (~0.4Tm)(ii) Precipitation hardening or solid solution strengthening

    (iii) High lattice resistance (e.g. covalent bonding)

    e.g. Ni based superalloys (turbine blades)

    Solid solution strengthening (Cr, Co, W)

    Precipitates (carbides/intermetallics)

    Used ~ 950C

    Unlike fatigue, stress concentrations not as significant in early stages ofcreep as they are relaxed by creep deformation see creep

    relaxation section.

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    Cambridge website

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    Stress rupture

    curve

    Stress for given

    tr (1000hr)