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    rKERO. ASTRO. LIBRARY

    NATIONAL ADVISORY COMMITTEE

    FOR

    AERONAUTICS

    REPORT 117 )

    /

    7

    BEHAVIOR OF MATERIALS UNDER CONDITIONS

    OF THERMAL STRESS

    By S. S. MANSON

    954

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    -

    REPORT 117

    BEHAVIOR

    OF MATERIALS UN ER CONDITIONS

    OF THERMAL STRESS

    By S. S. M NS ON

    Lewis Flight Propul ion Laboratory

    Cleve land Ohio

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    National dvisory Committee for eronautics

    H eadquarters

    1512

    II treet NW Wa shington

    26,

    D. O.

    Cr

    e

    ated by

    act of Congress approved 1 Iarcb 3, 1915, for

    the

    s

    up

    ervision and direction of the scientific

    study

    of

    the

    problems of fligh t (U. S. Cod

    e,

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    15 1). t member

    hip wa increa ed from

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    JEROME

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    AKE

    R,

    C. D .,

    Massac

    hu

    etts In st

    itute of T

    chno]ogy,

    Chal:

    nnan

    D ETLE V

    W.

    BRO

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    PH.

    D., Pr

    e ident,

    Rock

    efe

    ll er In st

    it u

    te

    for l

    l'l

    edi

    ca

    l R

    esea

    rch , Vice

    Chairman

    JO Si: PH P .

    ADAM

    S,

    LL.

    D ., membcr Civi l Aeronautics Board .

    ALLE V. A

    TIN

    PH. D . D ir

    ecto

    r National B ureau of tandards.

    PRE

    STON R.

    B

    ASSET

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    A.

    ,

    Pr

    e

    icl

    en t,

    Spe

    rry

    Gyroscope

    0.,

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    c.

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    EONA

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    CHAEL, PH.

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    , Sccretary, mithsonian In

    li -

    tution.

    R

    ALPH

    S. DAMO N, D. Eng., P rcsidcn t , Tran s World Airlines, In c.

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    hell Oil Co.

    LLOYD HARRI

    SON,

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    RON

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    M . HAZEN,

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    ecto

    r of Engine rin g, Alii on

    Div

    ision,

    Genera

    l

    Motor

    s

    Corp.

    H UGH L . DaYDE ,

    Pa.

    D ., Director

    JOH N

    W.

    CROWLEY, JR ., B. S., Associate Director fo r Research

    RA

    LPH

    A. OFSTIE, Vice

    Admiral, United State Navy,

    D

    cp u

    ty

    Ch ief of Naval Operations (Air).

    Do ALD L. P

    UTT.

    Lieutenant

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    United

    tate Air Force,

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    ief of

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    (D

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    opment .

    D

    ONALD

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    ret a ry of D ef

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    esea

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    lopment

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    UR E. R AYM

    OND, C.

    D. , Vice

    Pr

    e id

    en t

    - Enginec

    rin

    g,

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    oug

    la

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    Co., I

    nc

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    FRANCI "V. R

    E C Il

    EWE RFE R, Sc. D ., Chief, ni ted ta tes

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    eau.

    WALD

    RY

    AN, LL. D.

    ,

    member, Civ

    il

    Aeronautics Board.

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    ey Aeronautical

    L

    abo

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    ato

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    TH J.

    D EFRAN CE, D.

    Eng., Di recLo

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    onautica

    l La bora to ry, i\10ffett Field, Ca lif.

    EDWARD R. SHARP,

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    Conduct under unified contro l for all agencies

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    REPORT 117

    BE

    H VIOR

    OF

    M TERI L

    UNDER ONDIT

    ION

    OF

    THE

    R

    M L

    STRESS

    1

    y H H : ANSON

    MM A

    R Y

    A r e v i e w 2)1ebented oj awuable information on the behavior

    oj br

    ittle and ductile mate1 ials

    unde1

    conditions

    oj

    thermal

    stress and the?malshock. For brittle materials, a simple jormula

    1 elating phy ical properties

    to

    thermal-shock resi tance is

    derived and used

    to

    determine the relative significance

    oj

    two

    indices currently in u e

    jor

    rating

    material

    The importance

    of

    simulating operating conditionb in thermal-

    I>hock

    testing is

    deduced jrom the jormula and is expe1 imentally il lustmted by

    showing that BeO could

    be

    either inferior or superiO?

    to

    Al

    2

    0

    3

    in thermal shock, depending on the testing condition For

    ductile material

    ,

    thermal- hock

    re

    istance deptnds upon the

    complex interrelation among several metallurgical varia

    bles

    which seriously affect stren

    gth

    and ductility. The e

    va? iablel

    aTe bTiefly di cus

    ed

    and illustmted jTom literature sources.

    The importance

    oj

    imulating operating conditions in

    te

    ts

    jor

    rating ductile materials is especially to be emphasized becau e

    oj

    the importance oj testing condition in metallurgy. A num-

    b

    er

    oj practical methods that have been u ed

    to

    minimize the

    delete? ious effects oj thermal stres and thermal shock are

    outlined.

    I TROD TIO

    When a ma terial is ubjected to a temperature gradient

    or when a composite material on i

    st

    ing of two or more

    material havjng different coeffici ent of ex

    pan

    ion i heated

    either uniformly or nonuniformly, the variou fiber tend

    to

    expand different amount

    in

    accord with their indivjdual

    temperature and temperature coefficient of expan ion.

    To enabl th body to remain

    co

    nLinuou ,

    rather

    t

    han

    allow

    ing each fiber to

    expand

    individually, a y tem of thermal

    strain and a socia ted tre e may be introduced depending

    upon the hape of the body and the temperature distribution.

    f the material cannot with tand th tre es and

    train

    rupture

    may occur.

    Brittle and ductile

    ma t

    erials react in considerably different

    manner to thermal tre . Brittle materials can endure

    only a very small amount of train before rup ture; ductile

    material can undergo appreciable train withou

    rupture.

    ince thermal stress behavior depends e sentially on the

    ability of the material to ab orb the induced strains necessary

    to maintain a continuous body upon the application of a

    therm

    al gradient,

    brittle

    material cannot readily with tanel

    Lhese sup erimpo

    eel

    sLrains without inducing enough stress

    1,0 cau e rupLure; ductile material on the other hand ,

    can usually withstand the e additional strain but may

    ultimately fail i subj ected to a number of cycles of imposed

    temperature.

    Th

    e problem of thermal tress is of great importance in

    cur

    rent

    high-power engines.

    Th

    e present trend toward in-

    reasing temperatures has necessitated

    Lhe

    u e of refractory

    maL

    erials capable of with tanding much higher tempera

    Lure

    t

    han

    normal engineering materials. One sali

    ent

    prop

    erty of the e materials

    i

    lack of ductility.

    For

    this reason,

    thermal str

    ess

    i one of the mo t

    important

    design criteria

    in the application of these material. Thermal stress

    is

    al

    0

    currently receiving considerable aLtention in connection

    with ductile

    material

    since there is con idel'able evidence

    that failure of many ductile engine components can be

    at

    tributed to thermal cycling.

    Th

    e problem of high-speed

    flight, with attendant increa s of temperature and temper

    ature gradient in aircraft bodies, has fUl'ther genera ted

    concern over Lhe ignificance of thermal stress in ductile

    materials.

    Th ermal tre and thermal hock may be di tingui hed

    by the fact that in thermal hock the thermal tres e are

    produced

    by

    tran

    i

    ent

    temperature gradients, usually udden

    one. For exampl

    e,

    if a body originally

    at

    one uniform tem

    perature i uddenly imIDer ed

    in

    a mediunl of different

    temperature, a condiLion of thermal hock is introduced.

    At

    any

    instant the stre e are determined by the tempera

    ture distribution and are no different from what they would

    be if thi temp

    rature

    distribution could be obtained in the

    teady- tate condition. But the temperature gradien t that

    can be e tabh hed in the tran ien state are generally much

    higher than tbos that occur in the teady tate, and hence

    the

    rm

    al shock is important relative to ordinary hermal

    tre becau e of the higher stress thaL can be ind uced.

    nother di tinction beLween thermal Lress

    and

    thermal

    hock is that in thermal hock the rate of application of

    tre i very rapid,

    and

    many

    materials are affected

    by

    the

    rate

    at which load i applied. ome materials are em

    brittled by rapid application of tres and Lherefore may not

    be able to

    with tand

    a thermal hock Lre ,vhich if applied

    lowly could readily be ab orbed.

    I Supersedes A A TN 2933, BehavIor o Materials Under Conditions of Thermal by S. S. Mnnson. 19

    53.

    Based on I.

    ctur

    e prese nted at

    l 1II).l

    osiulII 0

    11

    Ueat Transfer, Univer

    sity

    of M c h i ~ a D , June

    27-28,

    1952 .

    1

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    2 REPOR

    T 1

    J 70

    -

    ATIONAL

    ADVISORY COMMITT EE

    FOR

    AE RO

    AUT

    I S

    .7

    10

    .6

    r

    .5

    I

    I

    . I

    l

    .4

    h . 0

    I

    =

    4.J

    b

    I

    .3

    I

    II

    I

    2

    I

    f

    /

    o

    Nondlmensionol

    heal transfer,

    \

    _ ~ h

    20 .0

    1

    0.0

    5.0

    V

    r---

    i ----r-..,

    3.0

    /

    r----.

    2.0

    /

    -

    -

    1.5

    /

    -

    1.0

    .5

    .1

    .1

    .2

    .4 .5 .6

    F IG lIRE

    l.

    - Kondime nsi

    on a

    l st l'e s \ er 1I nond im e nRon aJ time for

    s

    ur f

    ace of fia t p lat e.

    I t i al 0 nece

    ary

    to

    di

    tinguish be tw een a ingle cy

    cl

    e

    of

    thermal tres and

    th

    ermal fatigu

    e.

    vVb en

    failm

    e i

    caused by the applic

    ation

    of several similar the

    rma

    l tress

    cy

    cle , rather

    t

    han a

    ingle cy

    cl e,

    tbe pro ce is r efe

    rr

    ed to

    as

    th

    e

    rm

    al fatigu

    e. Th

    e pro ces

    es

    thaL

    ta

    ke place in a body

    in successive

    cycl es

    of

    st

    r

    es

    applic

    ation ar

    e extremely com

    plex;

    th

    e

    mecha

    nism lead

    in

    g to cyclic failure is a

    yet

    in

    co

    mplete

    ly

    und

    erstood . In

    mo

    st of the

    ba

    ic work , there

    fore,

    atten t

    ion is d irected

    at

    the

    condition

    s

    und

    er which

    failure will occm in one cycl e merely bec

    au

    se this case le

    nd

    s

    itself to

    ana

    lysis. Th e

    probl

    em of t,hermal

    fa

    t igue is, of

    co m se, a most

    important on

    e in engineerin g appli

    ca t

    ion .

    The obj

    ect

    iv

    es

    of thi

    pr

    e ent a ti

    on

    are:

    Fi r

    st, some of

    the information

    co

    nLained

    in

    recent

    publi

    c

    ation

    s on the

    math

    e

    ma

    tic

    of th

    e

    rmal

    shock will be

    ou

    tlined,

    and

    a, imple

    formula will be dr

    J'i

    ved for correla,tion of the

    rmal

    shock be

    havior wit

    h

    mat

    erial proper ties. Second , the va

    riab

    l

    es in

    the simplified re

    la

    tion will be examined

    and

    from it method s

    for minimizing

    th

    e

    rmal

    tress will be deduced.

    For

    brit

    tle

    mat

    erials the single-cycle cri terion of failure will be

    co

    ns

    id

    ered; for du

    ct

    il

    e

    mat

    e

    ria

    ls

    th

    e discussion will be

    directed at available informat ion

    on

    the problem of ther

    mal

    fa t

    igue.

    THERMAL

    SHOCK

    OF BRITTLE MATERIALS

    AS

    DED UCED

    FROM STUDY OF FLAT PLATE

    General equation for stress.- In order

    to ma k

    e

    th

    e dis

    cussion specifi

    c,

    the case considered is tha t of a homogeneous

    flat pl

    ate

    ini t ially at uniform te

    mp

    erat

    ur

    e and uddenly im

    mersed

    in

    a me

    dium

    of lower te

    mp

    eratm

    e.

    This

    ca e i

    treated

    because the

    temperature prob

    lem of the

    flat plat

    i well known,

    and

    because

    most

    of the

    recent

    p ubli

    ca t

    ion

    on the the

    rmal

    st

    re s problem

    0.

    1

    0

    consid er thi ca e (fo

    exampl

    e,

    refs. 1 and 2).

    Th

    ere i , therefor

    e,

    a

    co

    n ide

    rab

    l

    ba

    ckground of

    in

    formation from wbich to dl aw re

    ult

    a

    n

    with

    which to

    ma k

    e comparison

    s.

    FUTthermore, mo t o

    Lh

    e

    on

    e-d im en ional problems can be

    treated

    in

    esse

    ntia

    ll

    the s

    am

    e way a the Oa t

    pla

    te problem treated herein, an

    tborefore any

    important

    conclusion that pertain to the fla

    pl

    ate

    are

    probabl

    y al

    so va

    lid for

    ot

    her hapes,

    provid

    e

    that the nece ary changes are mad e in the

    constant.

    r

    ot

    also that in this case the

    temperature

    problem

    is

    one-dimen

    sio

    nal

    ; that is,

    in

    the

    fl

    at pl

    ate

    te

    mp

    erature

    var

    iation wi

    be considered only

    in

    the thickness dir

    ect

    ion . The

    prob

    lem

    is treated in this way beca use there are relatively few two

    dim ensional

    probl

    em olved

    in

    the li terat

    ur

    e a

    nd aL

    0 be

    cau e the

    qualitativ

    e conclu ion reached

    in

    the

    fl

    at plat

    problem are believed to apply to

    mor

    e comp

    li cate

    d cas

    es

    The

    first problem in conn ecti

    on

    with the flat

    plate

    i t

    det

    ermine the

    temperature

    di

    st

    ribution

    at

    a time

    t aft

    er th

    urrounding

    temperatme ha

    been changed.

    On

    ce thi

    t

    mp

    erature ha been

    de t

    ermined, the stresse can

    read

    il

    be deter

    min

    ed in fi.ccordance

    wiLh

    very

    si.mple

    fo

    r

    mula

    derived from the

    thror

    y of elast icity. Assuming that th

    prop

    er tie of the

    mat

    erial do not

    vary with tem

    p

    erat

    u

    re

    a

    n

    that the ma terial is ela tic, the following

    equation

    c

    an

    b

    wri tten for the

    st

    ress

    at an

    y point in the t

    hi

    ckn p of thp

    plat

    e

    T

    a.-

    T

    To

    (1

    Ph

    ysica

    ll

    y,

    0 *

    can be

    co

    nsidered as

    Lb

    e

    l'I1tio

    of the

    tr

    s

    actually developed

    Lo

    the tress that would

    be

    developed

    thermal expansion were C o m p

    C o

    n

    st

    l'oinrcl. rrh r for

    mula for

    0 *

    is

    (2

    wh

    ere

    0 actual

    st

    r ess

    1 Pois on ra t io

    E c

    last

    ic modulus

    a

    coe

    ffi

    cient of ex

    pan

    sion

    Ta average tempel'atUl e ac ro s

    th

    ic

    kn

    ess of plate

    T te

    mp

    erat

    ur

    e at

    point

    wbere

    st

    rr ss i

    eo

    n idered

    o ini tial

    uniform

    temperature of

    pla

    te above

    amb

    ien

    te

    mp

    eratUl e (ambi ent

    temperature

    assumed to b

    zero for simplic

    it

    y)

    Stress at surface .-

    In

    order to

    obtain

    the

    surface tre

    it is therefore nece

    ary

    fu' t to determine the average tem

    peratm

    e

    and

    t he

    smface

    te

    mp

    eratUl'

    e.

    Th

    e te

    mp

    er

    atm

    problem

    ha

    s b

    ee

    n thoroug

    hl

    y

    treated in

    the liLeratme

    and

    th

    re ul t is

    usuall

    y given

    in

    the form of

    an

    infinite seri

    es

    . I

    figure 1 are s

    hown

    the res

    ul t

    s of orne computation t

    ha

    t hav

    been

    mad

    e by ubstitu t

    in

    g the exact seri

    es

    so

    lu tion

    fo

    temp eratme in

    to the stres equations.

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

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    BEHAVIOR OF MATERIALS UNDER C

    ONDI l IO

    S OF THERMAL STRESS

    3

    In

    the exact so

    lution

    there are three

    important

    variables.

    First is the reduced tress, mentioned,

    and

    second,

    the

    va

    lue

    fJ

    whicb is

    eq

    ual to

    kh (w

    here a

    j

    the half t

    hi

    ckn ess

    of the plate, h is the heat-transfer coe

    ffi

    cient, and k is the

    conductivity of the ma terial). The heat-transfer coefficient

    i d fined a

    th

    amo un t of h

    eat tran

    fe

    rr

    ed from a uni t

    area of the surface of the pl

    ate

    pe

    l

    unit temperature differ

    ence between the

    su r

    face

    an

    d the surrounding medium.

    Th

    e

    variables

    a

    h

    and k

    alw

    ays

    occur as a group a a res

    ul

    t of the

    manner

    in

    which they

    appear in

    the differential equation;

    therefore,

    in

    the

    ge

    neralized treatment of the problem it is

    not

    the individual val ue of

    a h,

    or

    k that

    is of

    importanc

    e

    but their va

    lu

    e as grouped together to form the term fl . The

    te

    rm {3

    is generally known as

    Biot

    modulu

    s,

    but

    in

    the

    present discu sian

    it wi

    ll be called the nondi

    men

    ional h

    eat

    transfer parameter. Th e third important variable

    i 8

    which

    will

    be called

    nondim

    en ional time. As shown,

    0= ~ ~ 2 wl1el e k i aga

    in

    the conduct

    ivit

    y,

    t

    is the tim

    e,

    a

    is

    the

    half thickne

    p

    i the density of the material,

    and

    c is the

    specific heat. In this figure the nondimensional stress at the

    su rface

    has

    been

    plotted

    as a function of nonclimensional

    Lime

    for various examined values of nondimen ional h

    eat tran

    fer.

    This pl

    ot

    contains the essentials of the en tire solution of

    surface stress in the flat plate problem; the attainment of

    further relations of interest is just a ma t ter of replott

    in

    g.

    Maximum

    stress

    at surface.

    It

    is of i

    nterest

    to

    co

    nsider

    the maximum surface stress a a function of fJ.

    In

    references

    1 and 2 the

    maximum

    tr e s is analytically determined by

    suitable

    app

    roximation of the serie

    so

    lu tion. For ex

    ample,

    Bradshaw

    (ref.

    1) co

    nsiders only mall

    va

    lues of fJ

    for which all but the first two term of the serie

    may

    be

    omitted.

    The

    maximum tres is then

    obtained

    by setting

    the derivative of stress with time equal to zero. Accurate

    results are

    thu

    obtained,

    but

    they are valid only for

    sma

    ll

    values of

    fJ.

    Since figure 1 g

    iv

    es the complete

    variation

    of

    stre s

    with

    time, it i not necessary

    0

    differentiate; the

    maximum value of tress

    may

    be read d irectly from the curve

    for each value of

    {3,

    and the re ul t will be correct over the

    complete rang of

    f rather than

    only

    in

    certain intervals. A

    pIa t of j max ver us fJ is shown

    in figUl

    2

    From this

    CUl ve

    it is seen that the va

    riation

    of nondimensional maximum

    stre s with {3 i roughly

    lin

    ear for mall values of

    fJ

    but

    becomes

    asymptotic

    to a va

    lu

    e of

    unity

    at very large values

    of {3

    In

    order

    to

    obtain

    a imple formula for the curve of figure

    2, an

    approach first used by Bu essem (ref.

    3

    will be u ed ;

    but by somewhat more general a sumptions, a more accur

    ate

    formula will be obtained.

    Th

    is derivation is obtained with

    the

    use of figure 3. In thi figure the

    ce

    nter line repre en ts

    the center of the

    plate;

    the two olid ver tical lines represe

    nt

    .

    the surfaces of the plate.

    Ordinat

    e measure temperature .

    Th

    e temperature di tributions through the thiclmes of the

    plate at several different time to t

    I

    ,

    i3

    after the s

    udd

    en

    application of cold atmosphere are hawn the cu

    rv

    es

    PQ, P Q , etc. These curves mu

    st

    fit two boundary

    co

    ndi

    tion : 1)

    At

    the center they

    mu st have

    a horizontal tangen t

    because the

    ce

    nter of the

    plat

    e i a line of symmet ry, and

    no heat is transferred across

    the

    center line; (2) at the

    surface the slope

    must

    be

    in

    accord

    with

    the urface h

    eat

    tr

    an

    fer coefficient , which

    is

    equivalent to the condition that

    the

    tangent

    to the curves

    at

    the surface pass through the

    fixed

    point

    0 re

    pr

    esenting the

    ambient

    tempe

    ratur

    e which

    has been

    ta

    k

    en

    equal to

    ze

    r

    o.

    Th

    ese tempe

    ratur

    e distribu

    tions

    mu

    st also satisfy the differential eq

    uation

    of h

    eat

    transfer, which is achieved by adju

    st

    ing ce

    rtain

    constant so

    that the final result will be consistent

    with

    the c

    urv

    e of

    figure 2, which of

    caUl

    e does atisfy the differential equation.

    t is ass

    um

    ed that the temperature curve c

    an

    be

    fi tte

    d by

    an equation of the form

    (3)

    where

    T

    c temperature

    at

    center of

    plate at

    time when stre s

    at

    surface i a maximum, as yet

    undeterm

    ined

    M

    n

    co nstant to be

    best

    determined to fit theo retical

    results

    ti

    ,I:

    b

    .7

    .6

    .5

    .4

    3

    /

    2 I

    /

    I

    1

    a

    /

    II

    V

    /

    /

    V

    II

    /

    4

    8 12-

    16

    20

    f3

    FIG RE 2.-Analytical solution of nond imensional

    maximum

    tress

    ver us nondimens i

    onal

    heat transfer.

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    7/37

    4

    REPORT

    1170

    - A

    no

    AL ADVI ORY COMM

    ITT

    EE F

    OR AE

    RO

    AUT

    I CS

    ,-0

    1 - -

    Plale

    Ihickn

    ess

    T

    =T

    2

    ,c

    - M

    (- r

    3

    T

    2

    c

    M = /3+n' (sur face baundary cand,lion)

    CT

    ' =

    T2,c

    . _n_ . L =

    3Ji.

    Ta n I /3 n /3 n

    l n

    1

    (F7?+7? /3

    CT- =

    4

    /3

    (Buessem, r

    ef

    . 3)

    F I

    GI

    '

    R

    :l.- Farll luia far m ax im u

    llI

    sl rrss al sli rfa e af pl

    atc

    (fr o

    lll

    r

    d

    3)

    As long as

    n> l ,

    Lhis e

    qu

    at ion

    wi

    ll automat icall

    .\

    -

    saL

    isfy

    t.be firs t, houndary eondit ion of horizontal

    ta

    nge nC)Tat

    1

    ;=

    0 .

    I f the sur face co nd ilion

    -1c = i

    to he sa

    Li

    ned,

    Lhr ron

    di

    tion of equ

    ftL

    ion (4) mu sL he sftLisf

    LC

    d

    (4)

    From rq

    uaLions ( I ) ,

    (3), and (4),

    (5)

    or, if R= T +

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    8/37

    BEHAVIOR OF

    MATERIALS

    UNDER COND

    ITIO

    S OF THERMAL STRE S

    5

    .9

    .8

    .

    L.----

    /

    V.---

    .7

    /

    V

    V '

    1/

    V

    V

    ' l '

    .6

    II

    ;.--

    /

    V

    /

    II

    W/

    5

    l

    /

    f

    W

    I

    i/ -

    t----

    f---

    1

    - - -

    3

    j

    i

    /1

    ,:

    2

    J

    /

    - -Exact

    __

    - .-1 -

    =

    1.5+ 3.25

    -05e-16/.B

    1/

    (J mOK f

    t

    Buessem

    1

    I - - -

    i

    o

    4

    8

    12

    16

    f3

    20

    FIG RE 5.-

    Corre

    lation of approximate formula i th exact olution

    for maximulll s

    lrc

    s .

    can be used

    in

    this rangc together with equation (7)

    in

    the

    rang 0

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    9/37

    --------------

    ------

    ------

    --

    ----

    ---

    -

    - -

    6

    REPORT

    11

    70 -

    KATIONAL

    A D n

    ORY O M M

    FOR

    AERONAUTIC

    to

    unit

    y .

    I t

    is intere ting to examine the meaning of

    0 *

    max= 1 and to determin e under which conditions

    0 *

    m

    Cl

    r 1

    is achieved. The

    co

    ndi t ion of 0 * 1I/ux

    = 1

    means th

    at

    EaT

    o

    O maz=

    -l

    ).L

    (12)

    The produ

    ct

    aTo is the contraction in tIl e material t h

    at

    would take place if the

    temperature

    were reduced

    b.\

    -

    To

    and the

    mater

    ial allowed to contract f con tract ion

    i completely

    pr

    evented application of tress, then

    a To

    is the cIa tic train t hat

    must

    be induced in th e material

    to prevent this contraction, and this strain multiplied by the

    elastic modulu becomes the stress that must be appli ed.

    Thc

    term

    1- L ) results from the fact t

    ha

    t the problem is for

    an infini te plate in which equal

    stre

    ses are

    app

    lied in two

    mu

    tu a

    lly perpendicular direction. In this case Ecv.To/l - L )

    i

    the

    tre s

    that

    must be applied in two perpendicular direc

    tion to completely prev

    ent

    1ny contraction in th e m 1leJ'i al .

    Hence, for very large v 11ues of ah lk , equation ( ) sl atrs

    th 1 t, the tress dev eloped i ju t enough to prevent any th er

    mal exp 1nsion. To obt 1in an ind ex of merit

    fo

    r rat in g malr

    rial under

    the

    conditions of very large

    (3,

    e

    quation (12)

    i.

    rewritten as equation

    (13),

    which ugge t t

    hat

    th is ind ex

    is now

    O'b

    lEa; 1nd it is ee n th 1 t the conductivit,y fact

    0 1'

    h

    aR

    vanished compared

    with

    th e ind ex lcO b

    Ea

    .

    (13)

    The implic 1tion i

    that

    th e

    va

    lu e of

    the

    cond u

    ct

    ivi

    ty

    of the

    m 1teri 11 does

    not

    m 1tter ; the tempe1' 1ture

    tha

    t can be with

    stood is in proportion to (1bIEa. Phy ically, thi l'e ult eun

    be understood by ex amining the meaning of ver.\- large

    (3,

    which condition can occur either if

    a

    is

    very

    large, if h is

    very

    large, or

    if

    e

    i

    very man.

    f

    a

    is

    ve

    ry large, it means

    that

    the

    test body is very

    la r

    ge and that th e urfac.e

    can

    be brought down to the tempe

    ratur

    e of t he sUITounding

    medium before any temperaturc change OCCll1'S in Lhe bulk

    of the body. The urface

    la

    yer ca

    nnot

    co ntract becau e

    to do so they would

    have to

    deform the remainder of the body,

    and this cam10t be ac

    hi

    eved for 1 large body. Hence,

    in this case, comp lete con tm in t of contract ion i imposed ,

    1Dd the stres developed i EaTo/ (l - p. )

    il'l'C'

    speetivc of the

    actual v 11ue of condu

    ct

    ivity. oim

    il 1rl

    y, [01' large h eal

    transfer coefficient 11 the same res ult can be expected.

    The surf 1ce is brough t

    down

    to the temp emturc of the Ul

    rounding

    medium before the

    remaind

    er of the body has h ad

    the time to res pond to the impo ed

    temperat

    ure difference .

    Hence,

    ag 1in

    complete

    co

    n

    st

    raint

    of

    co

    ntraction

    i imposed ,

    and the

    st

    ress develop ed i ind ependent of

    co

    nd uct ivity.

    Fina

    ll

    y, if the co nductivity is v e r ~ small, again only the

    surf 1ce layers can r eali

    ze

    the imposed thermal shock cond i

    tions, the remainder of the b o d ~ remaining essent ially

    at

    th e

    init

    ial temperature. Again, complete co n

    tra

    in t against

    therma

    l co

    ntraction

    i impo ed and t he stress is ind epe nden t

    of the preci

    se

    va lue of

    k

    provided it, is ver y s

    ma

    ll .

    104 r - - - - - - - - - - - - - - - -

    Order of mer it

    (exper i

    mental)

    Cermet

    10

    '

    Cermet

    'TiC

    ~

    '

    ~ O

    ~

    "-

    "-

    "-

    ~

    - - ,

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    10/37

    BEHAVIOR

    OF MATERIALS Ur

    DER CO

    DITIONS

    OF THERMAL

    STRESS

    7

    10

    10

    4

    ~

    1425

    0

    F'

    ;=

    1

    0,QQ

    F

    9 ~ o F

    '

    ~ F

    ~

    ~

    t S

    te

    \\ite 6

    0

    1

    00

    c

    .2

    0

    0

    -

    '

    0

    Q;

    '0

    I

    -

    0

    . ::p

    u

    e

    a.

    'u

    Q.I

    n

    =

    4198 L b

    1318

    n::

    -.

    00

    0

    Cycl

    es to fo il

    ure

    .

    n

    200

    ]

    IGl :RE

    Hl.- Relati

    on

    of rcc iprocal of cl

    ono-atlOJ1

    of f ai lu rc

    Lo

    Lhcrm al

    cracki ng res i Lance (from ref. 10) .

    ab ili ty to

    und

    crgo pIa tic strain

    und

    cr th e c

    ond

    iLon of

    Lh ermal sh ock loading. J us t what property of the m a teri al

    iL i Lh

    at

    impar ts thi sup er

    ior ab

    ili ty

    to

    u

    nd

    ergo pIa t ic

    defo

    rm at

    ion

    i no

    t

    known

    . Accord

    in

    g

    to ref

    e

    re n

    ce 10, i t

    mi

    gh t be imp ac t 1'esi ta nce. ince

    an

    ea ily m ea ul ed

    param

    eLer

    for co rr ela

    tion

    pu rpo c wa s

    ou

    gh t a

    nd

    ince data

    were av ailab le only on the room-tem peratme im pacL r esis t

    an

    ce

    , th ese

    da

    la wer e u

    se

    d

    for

    c

    om p

    arati

    ve

    purpo

    e

    for a

    rough

    co rrelation

    , whi ch is sh

    own in

    t

    ab

    le I V. Of c

    our

    e,

    the

    i

    mp ac t ]

    e i tance th

    at

    is of r eal

    impo

    r tance is t he im

    pa

    ct

    rcsi

    stance

    a

    ft

    cr the ma ter ial h a been

    ub

    j

    ecte

    d t o the c

    om

    })li

    ca

    ted the

    rm

    al

    and

    m ech

    an

    ical

    hi

    Lory associ

    ate

    d with Lhis

    pa

    rt i

    cular tes tin g procedUl'e, \\7

    hi

    ch

    ha

    s all'eady be

    en eli

    .

    Cll

    e lL

    i nece a

    )

    y to follow up t

    hi

    s le

    ad

    on t he s igni f

    t

    ca nce of im pact resis tance to verify the ten ta

    tive

    concl usi

    on

    reached in reference 10. I t is no t, however , an

    Utl.l'

    ea ona ble

    co nclusion in ce, a pr ev iou ly point ed ou t, the speed of

    load ing in the lhel ma.l sho ck Lest m a.\- bo an imporLant fac lor,

    and this speed of l

    oad

    ing i a t lea t simul

    ate

    d

    in

    an imp

    act

    Lesl.

    Th

    e m

    ost

    s ign ifi

    ca

    nLfindi.n g of reference 10

    wa

    Lhe incli

    cat

    ion of

    th

    e rad ically

    cl

    i

    O'

    ere

    nt

    beh av

    ior

    of s i.x m a ter ials

    hav ing, in th e ma in , V O

    l .

    - im ilar m echanical

    and

    therm al

    pl'opel'tie . Thus, alth

    ou

    gh it is no t r eas

    on

    a

    bl

    e Lo con

    clud

    e

    t hat ne iLher the convent iona lly m eas ured m echan ical proper

    ti es nor the th e

    rm al

    proper t ies a1'e ign.ifican t in d

    ctcrm

    ining

    Lher

    ma

    l sI

    wck

    r esi

    st a

    nce, iL m igh L be a id t h

    at

    these

    prop

    e

    r

    ties combinc with a th ird a

    nd

    ver y importan t ty pe of prop rLy

    to produ cc

    an

    ovcr -all therm al shock ) esista nce. Thi

    third type of

    pr

    oper ty i probab ly the m eLallur

    gy

    of Lh e Lest

    ma

    lerial, as a lready discu scd.

    T RBl NE DI SK S

    Another componcn t of the gas-l ul'biue engin e wlticll i

    ub ject to thermal shock ,

    0 1

    aL leas L the

    rm

    al

    L

    l

    C

    s, i th e

    di

    sk

    \\-h iC h cani e the rota t ing blad es. The rim of th e disk

    is hea ted by contact \\-illl hot gas, a well as b y c

    onduc t

    ion

    from

    th

    e rolaLing blad es. The cen ter ,

    on

    the oth

    er

    hanel, is

    n

    ea

    l bearing and cooling is generally e

    mploycd in

    or

    de

    r to

    p r

    oL

    ect t hese bea

    rin

    g .

    A

    high

    temp

    era tm e gradi e

    nt

    theref

    or

    e uS

    Ll

    ally exis ls he

    tw

    een

    Lh

    e cen ter of Lh e

    eli

    k a

    nd

    th e rim. Th is high temp crat m e gm lien t pr

    odu

    ccs very

    large the

    rm

    al s

    tr

    es

    e .

    eve

    r al

    in

    vest

    i

    ga t

    i

    on

    (r ef .

    11

    a

    nd

    12) were m ade to d etcrmine t h e significan ce of Lhese the

    rm

    a

    s tr c

    c .

    T

    emperatures

    .- In o

    rd

    er to d

    etc

    rm ine th stress,

    ty

    pica

    LemperaLm es were fU st determined. A t urbine di k of

    early

    d esign wa

    inst

    nlllcll

    Le

    d wiLh Lh e

    rmo coupl

    e

    as

    h

    own in

    fi

    gu

    re 20,

    and

    Lh e engme was then oper

    at e

    d in accordance

    o 0

    o o l i vones

    T

    he

    rmocou ples-; ,

    o

    o

    0

    o

    F IGURE 20 .- T hc rm oco up le locat ion for st ud . - of d i k t emperatu

    re

    dis[ ribu t ion (from rpf. 11 ).

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    20/37

    BEHAn OR OF MATER IAL UNDER CONDIT

    IO

    S OF THERMAL S

    l'RESS

    17

    with a cycle shown

    in fi

    g

    Ul

    e 2l.

    IL

    was brough t up to idle

    peed of 4000 rpm in 1 minu te , operated at idle speed for

    4 minute , t hen brought up in 15 second to a speed of 75 00

    rpm to simulate taxiing on the

    run

    way

    fo

    llowed by a 2-min uie

    idling

    at

    40

    00

    rpm to

    imu

    lat e oper

    at

    ion while awaitino-

    cleara nce for t

    ak

    e-o

    ff

    . Finally, t he engine was accelerated

    a rapidly as po sible to rated sp

    ee

    d of 11 ,500 rpm to

    s

    imulat

    e

    tak

    e-off cond ition , and Lhis engine p

    ee

    d

    \Va

    maintained for 15 minu te .

    Th

    e measUl ed te

    mp

    e

    ratm

    e di

    st

    ributions are hown in

    fi

    g

    UT

    e 2

    2.

    Along the ab cis a is the disk radius in

    in

    che and

    alono the ordinate, the temperatUl e in

    of .

    E ach et

    of

    cm ve re

    pr

    esen ts

    th

    e tempe

    ratm

    e condit ion

    at

    ome Lm e

    after the ta r t of engine operat ion. Tluee cm ves are shown

    in

    each set. The lower CUTve

    in

    each case is the tempera tm e

    di Lribu tion along the face of the disk ubj ected to au: dr

    aw

    n

    in by c

    oo

    ling vane .

    Th

    e main p

    UTp

    ose of this ail

    flo

    w is to

    maintain c

    oo

    l bearing . The upper cm ve how the rad ial

    temp era tm e di tribution on the un cooled face of the di k ;

    th

    e middle c

    mv

    es how the radial tcmp eratme di tr ibution

    in a plane tlu:ough the center of the disk normal to

    th

    e axis of

    100

    -0

    Ta

    ke-o

    ff

    a

    nd

    cli

    mb

    Q)

    75

    C

    Q)

    8.

    -0

    50

    Q)

    Q)

    S -

    Q)

    25

    :

    'c;,

    c:

    W

    I Ta

    xi

    \

    I

    W

    Id

    le

    0

    4

    8

    12

    16

    20

    24 28

    Time, min

    F IG URE 21.-

    Ta k

    e-off sequ en ce for t urbojet engi

    ne

    (from re

    f.

    11).

    rota

    t ion. At the end of 10 minutes , dUl ing which time the

    engine was idling, the temp e

    ratm

    e at

    th

    e hub of

    th

    e di k wa

    90 F on th cooled side, 200 F in the center pl

    an

    e, and 400

    F on the uncooled id . A the engine was brought up to

    fu

    ll

    peed , the

    tem

    pe

    ra

    tm e rose rapidly, as sho

    \\

    -n on these

    CUl ve. The ~ x i m u m temp era tm e difference betw

    ee

    n the

    ,wo faces of th e disk reached 5 0 F at the end of 16

    minut

    e .

    Stresses.- Stre s calcula tion were made wi th all thre

    t empera tm e distribut ion ; for the presen t, those calculaLion

    will bo di cu sod whie

    hw

    er e ma 10

    with

    the to

    mp

    eratu l e dis

    t

    ribution

    on th e coo led face of tho disk becauso it repre ents

    tho mo t evere ca e. In fLUTO 23 is hown a en trifugal

    tre dist

    ribution in

    tho eli k at ra tod peed. The e aro tho

    r adial

    and

    ta

    ngential s

    tr

    es e

    du

    e only to

    rotat

    ion.

    At

    tho

    c nLer of the di k , the tre s i approximately 31,000 pounds

    pel

    qu

    aro inch . In figm e

    24

    are hown tho radial and tan

    gential tre es with both tho centrifugal

    and

    the the

    rma

    l

    efl ect

    tak

    en

    in

    to account. Each curve hows the

    tr

    ess dis

    tribution a t a different tinle after the s

    tart

    of tbo te t; and for

    clarity oparate plots hav o been made of rad ial and Lan

    ge

    ntia

    l s

    Lres

    ses. I t is seen that at the center of the di k the

    1200

    800

    400

    l; -

    I

    I

    1

    10 mm

    12 min

    -1

    ..-/

    0

    ncoo

    d side

    f - -

    J

    - -Cente r

    . /

    / /

    - - - Cooled side

    --

    V

    --

    : /

    -

    -

    /

    f - -

    f - -

    - '

    I - -

    f- - -

    0

    Q

    a.

    1200

    E

    8

    00

    400

    14

    min

    1;1

    16 min

    /I

    22min

    rJ

    /,

    _

    v

    V

    /

    /

    / /

    -

    -- /

    /

    .....

    /

    --

    I - -

    --

    /

    --

    /

    -------

    -

    ~

    o

    50 100 0 50 100 0

    50 100

    Disk

    rad ius, , o

    rce

    nt

    F IG RE

    22.- T

    em

    perat

    ur

    e dist ribu ti

    on

    in

    tu

    rbi

    ne

    disk (

    fr

    on, re

    f.

    11)

    stresses

    hav

    e been

    rou

    g

    hl

    y doubled by inclusion of the

    the

    rma

    l e

    ff

    ect.

    Th

    ey

    ar

    e now a

    ppro

    ximately 70 ,000 pounds

    PO l' square inch . At the

    rim

    the st resses are very highly com

    pressive. Aft er 16 minutes, t he elastic compressive tress at

    the rim is 120,000 pound per

    squar

    e

    in

    ch , ,\Thich is much

    higher than the yie

    ld

    stress. H ence , plastic flow mu t O

    CC

    UT

    in compression

    at th

    rim , calcul

    ation

    s

    fo

    r which arc shown in

    figUTe 25. After 16 minute , owing to pIa tic flow, t he s tress

    i reduced to the neig

    hb

    orhood of 0,000 pounds per quare

    inch compre ive a t the

    rim

    but at the cen ter

    it

    i sLll of the

    order of

    60

    ,000 pound per quare inch tensile

    Lr

    e s.

    40,000

    30,000

    iii

    -

    ~ Q O O O

    Vi

    10,000

    o

    -

    = :: :

    p--

    \

    \\

    Rad

    ial

    - - -

    Tan ge

    ntial

    \

    25

    50

    75 1

    00

    F I GUR E 23.-

    Cent

    rif

    uga

    l st rc e at ra

    ted

    s

    peed

    (from re

    f.

    l l

    ).

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    21/37

    18

    REPORT

    1

    L

    70

    -

    NATIONAL

    ADVISORY

    CO

    MMITTEE FOR AE

    RO NA U

    TI

    CS

    \Yhile the pIa tic flow ha reduced t he operating tre

    s it

    ha in1ro lu ced a new pl'oblem- re idual tres when the

    engine is stopped. The free length oC the r im has been eA'ec

    lively shor tencd b.' the plastic How , and upon r

    et

    urn to

    room-temperature condition , tbe tendency of th e remaindeT

    of the disk to for ce the rim to iL initial length induces Len ile

    s lre s. '1'11(

    '

    computed res i lua.l Lr e es, again

    ba

    ed on l

    oo

    r

    mation tbe01 )

    of pIa ticity, are shown

    in

    figUl e 26. I n Lhese

    calcul

    at

    ions

    th

    e

    rim

    is a s

    um

    ed to be

    co

    ntinuou

    s; or,

    in

    e

    ff

    ecL

    a ,,-heel 'itll welded blael e i considered .

    Th

    e doLted curve

    shows

    th

    e residual stre ba ed on the computation of Lhe

    tempera ture di tr ibution in the eent er plane of the disk, and

    th

    e

    da

    shed curve shows t

    he

    re

    idua

    l str e dist

    ribution ba

    eel

    011

    th

    e temperatme di tribution in the cooled side of the cl isk.

    In either ca e, very high ten iIe stres es remai.n in the rim

    after engine s toppage. These high re id ual stres es coupled

    wiLh

    the pos ibility of tre con entrations associated wi h

    blade fastenings ma y exceed the elastic limit of the material

    and cause further plasLi flow in tension. pon sub eq uent

    engine operation, plastic flow is in compression , and so on .

    EYer) time an engine i operated , alLernate compre sive and

    tens

    il

    e pIa tic flow

    may

    take place. T his plastic flow, to

    get her witb

    meta

    llurg ical c

    ha

    nges oc curring as a

    1e

    ult of

    80,000

    60,000

    40,000

    ~

    ~

    ~

    --

    ~

    ---

    -

    J -

    - 1 -

    ~

    I

    1 - - -

    - - I

    R a d i a l

    I

    \ .

    20,000

    ~

    ~

    80 ,000

    60,000

    ;;;::::-- --

    -

    --

    9

    VI

    40 ,000

    a.

    .n

    VI

    20,000

    f)

    0

    20,000

    -4 0 ,0 00

    -6 0

    ,

    000

    -80,000

    -

    100,000

    - . .

    -

    - - -

    - -

    --

    -

    ~

    \

    Tangenl,al

    -

    r--

    l\\

    -----

    ~

    ~

    ~

    \

    T ime , min

    1

    -

    10

    ~

    \\

    12

    -

    14

    I

    16

    \ \

    22

    ~

    120,0000

    2

    3 4 5 6

    7

    8

    Disk radius, in.

    FJ Gl RE 24.- Elast ic

    tr e

    sses for tempe

    ra

    tu re distribu t ion on cool d side

    of turb ine di k (from ref. l l ) .

    80,000

    60,000

    ~

    40,000

    20,000

    0

    60,000

    = = ~

    n

    000

    a.

    v

    VI

    20,0

    00

    f)

    0

    20,000

    -40,000f

    -60,000

    -80,000

    -

    100,0000

    .-.:-

    ~

    --

    -=-

    ';;;;.:;-

    < ~

    f

    --=-

    f..=...---

    ~

    --.

    : :

    - ,

    ..;;.;:

    -

    ' '=-.

    ~ ~

    ' \, -

    r

    r--

    ~

    \

    ~

    Time, min

    \

    .. -

    2

    10

    12

    14

    16

    22

    345

    Disk rad iu

    s,

    i n.

    6

    ~

    Rad ial

    ;\

    ~

    ,

    Tan

    ge

    ntial

    ~

    l \ ~

    . /

    ~

    . -

    f\ /

    \

    \ \

    r---- ......

    7

    8 9

    F I

    G l-RE

    25.-

    PJa

    st ic s t resses for

    tempe

    rature d i

    st ri

    b

    ulion

    on cooled

    side of t urbine disk (

    from

    ref. 11 ) .

    engine operat ing temperatures, may ultima tely result in rim

    fiLiIure.

    Effects on rims with

    inserted

    blades .-

    Th

    e e

    ff

    ect of the

    thermal stre dep e

    nd

    primarily

    on

    the de ign of the wheel

    T wo

    t.

    \-pes of designs have been us ed in th is c

    ountr

    y, the mos

    popular of which has the fir-t ree-type blade fastening. Figm

    27

    show a close-

    up

    of uch a bl

    ad

    e

    attac

    hm e

    nt

    , as well a

    cra cks that occurred at the base of the atLachment a a r e

    ult of alternate tens ilc and compressive plast ic flow. uch

    crack are not c

    ommon

    in wheels wiLh fir-tree attachment

    in f

    act

    , there has been no evidence of such faiJures in fix-tre

    wheel until very recenLly. The e partic

    ul

    ar crack occulTed

    in conn ection with a program that required cycling b

    et

    ween

    idling and full power lh ree time per hour.

    Th

    e wheel had

    ,,ithstood J1('a r ,- 1000 hour or 3000 c.\cles before Lhe

    cra cks occurred. NoLe tha t th e e cracks occ ulTed on th

    cooled side where lhe Lemperature

    gra

    dient ancl t res es wer

    a t a max imu m . \

    iVh

    en detected , the crack had no t ye

    progr

    es eclt

    hrollgh the thickne of

    Lhe

    wh cel to the

    un

    coole

    side. Even in wheel with fir- tree attachment, therma

    tres cracks can

    ocelll .

    Other effect of thermal tre s

    in

    fir-tree wheel

    relate

    t

    blade loosenino- and tightening. Wh

    en

    lh e blade is made of

    mat

    erial

    havin

    g approximately th e same , or a high er, co

    efficien t of thermal expansion as the whee l, and when th

    initial fit b

    et

    ween hlade

    and

    wheel is moderaLely t ight, th

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    22/37

    BEHA

    YIOR OF MATERIALS

    UNDER CON

    DI T

    IO

    S OF THERMAL STRESS

    9

    40 000

    2QO

    00

    0 t-

    -20,0

    00

    0

    40,00

    120,000

    iiiIOO,O

    a.

    VI

    VI

    00

    80,0

    /)

    60,000

    40 000

    20,000

    f - - - - - - -

    -20,0

    00

    00

    40 0

    0

    I

    Rad ial

    r- - -

    - - -

    r - - -

    _

    l

    -? '

    r-- -

    r - -

    - -

    r

    -

    - - --

    - - -

    ...---

    1- - - _

    r - - -

    -

    I

    -

    --

    Temperaturedistribution

    Tangential

    /

    - -

    Central pla

    ne

    of disk

    /

    Cooled side of disk

    /

    I

    i

    I

    /

    Ii

    I

    I

    /

    /

    j

    - - -

    _:/

    --- -

    -

    ---

    1--- -

    25 50

    75

    100

    Disk radius, percent

    1"1 ,l -RE 26 Re idual s tr el'scs aft er

    ope

    rat ion (from re f. 11 ) .

    blades ar c generall)-

    found

    to

    be

    100 e

    in

    th eir mount

    after

    th ey lu\,V e once been run. Thi 100 ening

    i dl

    to the faeL

    thaL compressive

    pla

    s ti c

    rI

    ow in th e rim ha

    hortened the lengtb of

    e["raLed

    segm ent of

    bo t

    h blade

    and

    whee

    l.

    Upon

    r

    eturn

    to rooIn-tempeJ'atme c

    ond

    i

    Lion

    , t he

    i fo[' the b lades to pull a w a ~ from th e wh eel land .

    In

    the

    case of the ,,-e

    lded

    blades, thi is not pos ihle

    he

    cau

    th e blades

    ar

    c an integral

    part

    of the ,,-heel

    and th

    erefore

    tcn il e s tl'C ses 1'e lilt.

    In

    \I-heel \I-ith th e fIr-tree typc of

    blade,

    hO\l

    -e \"('r , it is po s ible for the hlades to pull aw

    a.,

    - from

    the wheel. Hence , in doing 0 hecome

    \"er.

    ,- loosc uncleI'

    t t i o n r ~ cond itions. The.,- migh

    t

    Ligh ten up , howe\,e

    [

    ,

    upon returning to operating condi tion.

    In ot

    her insLance fir-t le e

    blade

    have

    he

    come cven tighte r

    in thei r mounts than \\'h en in serted . Tbi

    faeL

    wa

    at fir L considered strange in the lighL of the prior experience

    of 100 enlllg al read.,- eli cu ed.

    Fpon

    in\ (' tigation it wa

    found , ho\\-e\'er, tbat

    tightening

    occurred wh

    en

    lIle co

    efficient of e

    span

    ion of t he b lade

    material

    was

    mu

    ch

    10

    -

    e1

    tban the coeffi cient of e:q)ansion of the \\-heel

    material.

    Thu , when t he wheel is aL operatin g

    temperatur

    e th e hlade

    ba e , which do noL expand 0

    mu

    ch as Lle \\-heelland , e sen

    t i a l l ~ shrink from the ( \\-heel Jand . The compre iye

    st

    resses du e to thermal temperature gradient in the disk

    ha v

    e

    to

    be

    absorbed, therefore , in the \\'h eel regi

    on be

    low the blade

    fa tening

    rath

    er than in Lhe bl

    ade fa ste

    ning

    area as

    when th e

    blades h

    ad

    approxima tel.\' the sam e coe fflcienL of expansion as

    the wheel. Upon retu. rn to staL ic condition tl le pIa tic Ho w

    ca

    u es Lh e region immediately below

    Lhe

    rim region to bec

    om

    e

    ma

    ll eI'

    th en it s

    in

    itial

    iz

    e ; the disk

    land

    s

    arc thu

    s pu lled

    omewhaL

    in

    toward the

    ce

    nt er of th e disk. Th e blades arc

    t.herefor e tigh teneel.

    Effect on rims with

    welded

    blades.- In t he case of wheels

    with

    we

    ld

    ed blade , not onl.'- is

    the

    full

    re

    iclu al

    tre

    s de

    veloped because th e blaeles canno t pull away from Lhe rim ,

    bu t Lhere usuall y are

    pre

    sent s tress con ce n trations produced

    di

    scont

    inuiLies

    beLw

    een adjacent blades. Th

    erma

    l

    crac

    k

    ing has thu s b een a severe

    prob

    lem wi th such whee ls. Th e

    small rim cra cks in fi gure

    28

    resul ted from

    eno-

    ine operati

    on

    wi th a

    ty

    pi

    ca

    l earlv welded wheel. To prove that

    th

    ese

    crack were the resul

    t.

    of thermal st re a

    nd not

    t he effect of

    rotation, the wh

    ee

    l wa al Lernately indu ction-h

    eate

    d and

    cooled to

    imulate

    engine

    tempe

    rature gradient without

    rotation. ome of the cr

    ack

    progressed e c i

    as

    shown in

    the figure.

    evera

    l

    potential

    r em edies for

    rim

    cracking of eli ks with welded blacles will be ci iscu ed

    in

    a

    la ter ection. AL Lhe pre enL time , the

    te

    nd en c.\-

    ha

    been to

    abandon the welded blade

    co

    nst

    ru

    ction

    in

    favor of the i.1 -

    tree-type of attachm en t. This Lrend

    i

    parLl)- du e to prob-

    1 m of blad e replacement. in Lhc fielel ,

    bu

    t primarily

    it

    is

    becau e of the problem of Lhermal cracking.

    Effect on

    bursting

    .- Thu far th e efl'ecL of Lhel'lnal st ress

    h a been considered on1.'- in Lhe

    rim

    reo-ion of the disk. Th e

    question ari e as to it importan cc

    aL

    th e cent er of Lhe disk.

    In the

    di

    k pre\'ioll ly described , the tres es at the center

    W re rough l.\- douhled til pre ence of the temperature

    graciient.

    I t

    i conceinble that Lhese therm al Lre s may

    IN H

    14

    F I GL'RE 27

    Th rmal

    crack s in

    turbin

    e wheel with fir-tree blade

    attac

    hm

    e

    nt

    s.

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    23/37

    20

    REPORT 1170

    -

    NA'I'lO

    AL DVlSORY COMMIT

    TEE

    FOR

    AERO

    AUTI CS

    ('Huse the disk to bursL 0011

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    24/37

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    25/37

    22

    REPORT

    1170-

    NATIO

    AL

    ADV

    ISORY COMMI'rTEE FOR AERONA TICS

    failure ah ,-ays 0 CU

    lT

    d first

    at

    the ba e of the harp e t

    notch. These te t were followed by attemp t to improve

    the

    resistance of the di

    ks

    to

    therma

    l

    crack

    i

    ng

    by

    dri

    lling

    small hole beneath the base of the no tch. I n general ,

    it

    \\

    a found that th ese hole h

    ad

    a beneficial e

    ff

    ect

    in

    at least

    r

    etardin

    g the ini t iation

    and prop

    agation of

    the

    cr

    ael,-s.

    Combustion -ch

    amber

    liners .-

    Another

    inve LigaLion Lhat

    pointed

    out

    the importance of tress

    co

    ncent ra,tion in thermal

    60

    0

    notch

    :

    k

    n.

    deep

    ,

    0 .

    005

    to

    0.010 in

    .

    rod

    .

    at

    bottom -

    - -

    - I

    I . d

    32

    In.

    ro ,

    I . d

    64

    In .

    ro .

    ,

    ikin. rOd -

    . /4-- - _ . -

    - I . d

    is, , ro .

    ,

    ,

    I

    '

    64' '

    . /

    "-.

    . .

    :

    I

    d

    32

    lrt ro

    .

    '-6 0

    0

    . d

    note : 16

    In

    . eep,

    0.005 to 0.0

    10

    rod.

    at bottom

    : r---.- - - r t . . . ; - - - - i

    [l

    n

    ,

    F I G l llE ~ o t c h e d r i m d isk u ed in th erm a l s t re s inves tigation

    (from ref. 14) .

    fatigu e

    wa

    s described in reference I S, whi ch conce

    rn

    s the

    determillation of the mechani ms of failure of tur

    bojet

    com

    bu stion liners. uch liners, hown in figure 33 , erve thr

    purpose or properly distributing the a ir into the combust

    ion

    chamber.

    The

    circu lar hol es feed the a ir

    into

    the co mbu -

    tion chamber, an d the louver hown

    in

    the center of each of

    Lhe L,o C ombu t ion liner cool the liner in the areas between

    Lhe hole. These louvers are fabricated

    by fi

    r t punching

    Lhe line

    '

    ancl then bend ing the Hap out of the plane of the

    liner. The geometry of the louver can better be een in

    fL

    g

    lire 34 , which i a

    photograph

    of the louver a well a of the

    sLre s-n' licving holes at the

    ha

    e of

    the

    louver. Al 0 shown

    arc variou types of crack t

    ha

    t o(;eur in operation. Although

    th e circular holes are in tended for relieving the str

    es

    at the

    effective

    notch pre ent

    at the

    ba

    e of each louver,

    it \V

    a

    found thaL the fabr ication of the e holes by punching in tro

    du ced highly worked

    metal and

    il'reg

    ul

    aritie in the pcriph

    ery

    of the hole

    that acted

    a

    furth

    er

    stre

    co ncentrations.

    o

    IntaKe

    Row

    III

    o

    O U

    o

    o 3

    CJ

    o

    o

    o

    o

    o

    Exh

    aust

    0

    0

    O .

    0

    O

    0

    0

    0

    0

    0

    0

    Type A liner

    0

    Intake

    0

    0

    Row

    o I

    0

    L - J

    0

    0

    0

    0

    V 0

    2

    0

    L..:.J

    0

    0

    0

    0

    0

    o 0

    3

    o

    O

    -...

    t: ..:::10

    0 0

    0

    0

    4

    0

    O

    -...

    0 0

    t-. .JO

    @

    0 0

    0

    0

    0

    G

    ()

    G

    0

    0

    0

    0

    0

    G

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0 0

    0

    Exhaust

    Type B liner

    F W l -RE 33.- CombusLion-ehamber liner con Ll'ucLion (from ref. 15)

    By reaming, sanding, and

    vapor

    blasting the punched edges

    the

    resistance to th e

    rmal

    cracking wa

    vast

    ly improved.

    Table V how the experimental

    result

    where a comparison

    i' presented of the

    number

    of crack measured

    in

    even liners

    in th e a -fabricated condition and seven liners in the im

    proved condition. A large

    red

    uction OCCLli'S in

    the

    number

    of cracks

    at

    the two

    in

    pection periods conducted

    after

    hours

    and

    20

    minutes and after

    16

    hours

    and 40 minute o

    engine operation.

    Stress concentr ati ons r

    eSUlt

    ing from operation.-

    In

    orne

    case the st ress concentration are not built in ,

    but

    are pro

    duced as a

    result

    of

    operating condition. For exam

    ple

    surface

    attack

    c

    an

    produce discontinuities that

    act

    a

    stre

    concentrations. I n an investigation on the

    th

    erm al hock

    resistance of nozzle blades, Bentole and Lowthian (ref. 9)

    found that if the te Lblades were poli

    hed and etched after

    every 250 cycles in a mild chemical so

    lution

    , the crack re i t

    ance was va tly improved. They attributed this improve

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    26/37

    BEHAVIOR OF MATERIALS UNDER C

    ONDITIONS

    OF THERMAL STRESS

    23

    ment largely to the removal of urface irregulariti

    es

    by the

    mild chemical change without, how ever , an appreciable

    attack by the chemical on the grain boundarie. Prior te t

    in which aqua regia had been used to remove surface scale

    for in pection purposes had definitely reduced thermal hock

    re istance of

    the

    material and led to early

    intercry

    talline

    cracking. These re tilts point to the importance of urface

    n,ttack,

    and in

    a l

    ater

    section

    the

    po sibility of avoiding such

    attack

    by

    the

    u e of surface coating will be discu sed.

    EFFECT OF CONSTRAI NTS

    Thermal

    stres es r es

    ult

    from con

    traint

    that

    pr

    eve

    nt

    free

    expan ion of the variou ections of

    the part

    tmder con ider

    ation. Vhile in many cases

    the co

    n

    straint

    is

    inh

    ere

    nt in

    the

    phy ical continuity of the part, it fre

    qu

    ent ly i po ible to

    incorporate some mea ure of relief by

    proper

    de ign . Fol

    lowing are several illus

    trative ca e .

    Turbine wheels.- In

    Lhe

    turbine wheel, for example, the

    u e of the fir-tree -type attachment enable th e de

    ignel

    Lo

    provide a loose fit between the

    blad

    e

    and

    di

    k. Th

    e

    cl

    earan ce

    can

    then

    be use d for

    at

    lea t partial expansion in

    Lhe rim

    re ion ,,-here

    Lhe

    tempera Lure is Lhe highest.

    Ev

    en in LUI -

    bine disks

    wiLh

    we

    ld

    ed

    attaehments

    ,

    iL

    is possible

    Lo

    improv

    e

    lhe thermal tress r e i

    Lance

    by providing a s

    lo

    L (

    fig.

    35)

    c - Lower bend

    In

    louver flop

    Mos t common type of crock

    Second most common type of c

    ro

    ck

    - Buckle

    Uncommon crock

    Lorge buckle and typi cal crock enlarged

    C-22310

    C-2056

    FIG RE 34.- Typical

    crack and buckle

    at louver (from ref. IS) .

    FIGL:RE 3S.- \\ elded blade

    attachment

    \\'ith keyhole

    ;;

    lots (fr

    om

    re

    f.

    11

    ) .

    bet

    \\

    -een the blad

    e

    The hot rim may then expand and

    partially close the 10L . The u e of tress-relieving holes at

    Lhe ba e of tbe

    lo

    t probably i good practice.

    Turbine nozzles .- In Lurbln nozzle ane , con traint i

    ometime minimized by means of the arrangement

    hown

    in

    the righ t ide of figure 36. The left ide shows an early form

    of de ign in which the nozzle vanes are welded at

    both

    ends

    onto thick

    ring.

    Th e

    outer

    ring i at lower

    temperature

    and therefore doc not

    ex

    pand

    so

    much

    as the blades.

    Free

    ex

    pan

    ion of the blade is thereby

    pr

    evenLed, which condition

    indu e high

    compr

    cs ive plastie flow followed by residual

    len ile stress; successive rep etition produce thermal fatigue

    failure. f the nozzle vane i floa ted in eu t-out e tion of

    ring,

    th

    e blade can expand fr

    ee

    ly and the

    rin

    g e

    rv

    e only to

    po

    sition the blade.

    ixed

    Floating

    F I

    GU RE

    36

    N ozzl

    e

    diaphragm.

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    27/37

    24

    REPOR'f 117O---NATIONAL

    ADVISORY

    COMMITTEE FOR AERO l

    AUTIC

    Temperature,

    C

    20 0

    300 .

    400

    500 .

    60 0 - .

    700

    745

    730

    400 -

    ,- - Cen ter

    line

    F I

    Gl RE

    C a l c u l a t c e l tcmpc

    r

    atu

    rc

    eli

    lribu

    tion in

    blade

    aflc l'

    4

    second s coolin g (from ref.

    J

    ) .

    IL shou

    ld

    be emphasized, of

    co

    m

    e,

    Lha t thi free-floating

    de ign docs

    not

    completely remove tre s

    in

    th e

    rmal

    hock

    because the blade still do e no t cool uniformly ,,-hen subjected

    Lo a blast of cold air, Figure 37 shows Lhe computed temper

    a,

    Lure

    distribu tion in a nozzle vane invest igation by Bentele

    and Lo,,-thian (re

    f.

    9). This temperature dist

    ribution

    was

    compu ted for a time 4 seconds after the applicaLion of an air

    blast

    onto

    the

    blad

    e initially aL

    50

    0

    C.

    The smface i , of

    cour

    e, at

    a much lower temperature than th0 in terior of the

    blade. By idealizing the geom

    et

    ry of the nozzle vane

    and

    compu ting Lhe stresses

    by

    an approximate m

    et

    hod, Bentele

    and

    Lowthian found an elastic tress of over

    100,000

    pounds

    per square inch tension near the leadiflg edge. This stress

    wa ,,-ell above the clastic

    limit

    of tbe ma terial and obviously

    plastic flow

    must ha

    ve occulTed. The lo ca tion of ulLimatc

    failure

    in

    thermal cycling agreed with the

    pr

    ediction , based

    on ela Lic tress analysis.

    Th

    e usc of hollow nozzle vane prohfihly improves Lhennal

    shock resistance by reducing thrl'mal

    in

    e

    rtia

    and

    by

    evening

    out temperature di stribuLion. Ail' cooling Lbrough the

    hollow

    van

    es, of comse, flith er improves the thermal hock

    resistance , but even wi thou t cooling the hollow blades

    should give

    beller

    performanc e in addition to l'rduced weight

    aod traLeg ic malCl'ial cont ent c:

    onjdrl'

    ed , 0 important nt.

    tI l('

    Pl ( ,

    011

    t t i

    W

    'lIZE

    EFFECT

    Large i

    ze

    i really nothing more Lhan the fidditio n of

    ron Lraint , since in a bod y of

    lar

    ge size Lh e portion undergoing

    rapid te

    mp erature

    c

    han

    ge is ge ne

    rally

    preven ted from expan

    ion 01' contra ction by

    fi

    massive , e

    Lion

    which do cs

    not

    pCl'crive the impose d tem pe

    rn t1ll e

    rhfinge for nn fippreciahle

    period of time. A laboratory investigation co nd cted to

    study

    iz

    e effect on

    brittl

    e ma terials

    will

    now be describ d,

    and then

    several

    pra

    ctical ca es involving size e

    ff

    ect will

    be

    discu ed.

    Laboratory investigation on brittle

    materials

    ,- FigUl'e .

    how ome t

    es

    t resul ts to demonstrate size effect in brit tle

    materials. The Le L were conducted on geomcLl'icaUy

    similar specimens of steatite, cooled

    in

    nch a ma

    nn

    er th

    at

    they

    ac t

    ed es e

    ntiall

    y a infinite hollow cyli

    nd

    er

    rapidly

    cool ed

    at

    their

    outer mf a

    ce . Th e pecimen were fir t

    heated to fl, uniform tempera

    Lure and

    Lhen quenched

    at

    Lheir sUl Iace by ail' ,

    and

    in

    olher

    tes L , by water.

    The

    initial tempel'atlU'e differen

    ce

    betw

    ee

    n lhe pecimen and the

    coolant required Lo cause fracture in one cycle was measlU ed.

    An

    anal ysi

    s,

    imilar

    Lo that

    hown earlier for

    th

    e flat pIa

    Le,

    an readily be made to indicate that tbi initial

    tem

    pera

    tu r

    e difference should vary linearly

    with th

    e reciprocal of

    diameter , which is well verified in figure

    3 .

    For a given

    pecimen diameter the water quench, which is more severe

    and

    for which the

    va

    lue of

    {3

    is greater

    than

    for the air

    quench , r equired lower initial temperatUl'e differe

    nc

    e to

    produce failure. Bo th traight lines inter ect the vertical

    axis

    at

    a te

    mp

    e

    ratm

    e value of approximately

    250

    0

    F.

    The

    in ter cept on the vertical axis repre ent the ca e of infinite

    size, or complete COD traint, and the value of this intercept

    1800

    1600

    l

    ,

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    28/37

    BEHAVIOR

    OF MATERIAL NDER CONDITIONS OF

    THERMAL STRESS

    25

    FI G U

    RE

    39.- Thcl mal-shock rcsistant rocket nO)lzlo.

    hould be

    /

    afor teatite.

    Bas

    ed

    on

    the data given

    by

    Bu

    e em (ref.

    3), the value

    of 250

    0

    F i in good agreement

    with the

    theoretical

    va

    lue for thi

    material.

    Figure

    3 is presented chiefly to

    demonstrate

    the reeip

    rocal

    nature

    of thermal sho ck re istance to size,

    and

    al 0 to

    point

    ou t

    that

    there is a tempCl'atme difference below wl)ich

    failure will not oecur, even for infin ite ize.

    Bui

    lt-up struetur

    e.-

    In

    ome ca e

    it may be

    pos ible to

    minimize ize effect by building up a

    la r

    ge

    structure

    from

    mall units, each of which is

    highly re istant

    to thCl'l11al

    ho

    ck

    because

    of

    it size.

    Figure 39

    show a conceivabl

    ('

    arrangement

    for a

    rocket

    nozzle liner.

    The

    small blocks

    might

    have

    to be lightly cemented together, or held io elh(,L

    by

    a wire mesh, for mechanical

    rea

    ons;

    thermally

    the:y

    CS-6162

    FI G URE

    40.-

    Cro

    ss s

    cction

    ' of

    thick,

    interme

    diate, and Ihin

    1 laic

    whecls (from ref. ]3 ) .

    would act independ( ntly and

    they

    wOlllcl he grcnlly superio

    in

    thermal

    bock.

    Eff

    eet of

    massive

    eores.-

    Temp

    e

    raiure

    changes

    are

    usually imposecl at the surface; it i prev( ntion of expanSiOlJ

    or

    contraction by the

    inner

    core that incluces thCl'mal

    stre

    s.

    The

    usc of hollow nozzle vanes in ihis connection has already

    been referenced;

    other examp

    le

    can be found in

    tbe loco

    motive

    wheels and the turbine disks. Figure 40 how

    three locomotive wheels investigat('d

    by

    chr

    ader and

    co,,-orker

    in

    reference ]3. All wheels

    have

    (.he ame huh

    and

    rim, hut Lhe Lhiclm(' s of Lhe plate, which connects the

    lwb

    to the rim, ha . h('('n varied. The reasoning here \Va

    that

    as the.

    rim

    is heaLed by the

    braking action iL

    free

    expan ion is

    prevented by the

    plate. Hence, a thinner

    plate might

    offer less con

    lraint and thereby improve

    life.

    Tbe

    results

    of

    the tesl

    of

    frference 13

    arc

    shown

    in .figme

    41. Three condiLions of h at treatmenL are shown, and in

    all cases

    the H- by

    %-inch wheel,

    the tbinne t

    of

    the

    t

    hr

    ee,

    lasted by far the greaLe l

    number

    of LesL cycles.

    Likewi

    e,

    figme 42 (ref.

    11

    ) shows

    lhe re

    ult of ome

    ana

    lyLical stuelie on

    tmbine

    eli

    Ie

    profiles.

    The

    solid profile is

    the

    disk

    pI' viou Iy described ,

    and

    tbe solid lines

    represent

    Lbe

    1'0.

    hal

    and

    tangenLial lre ses

    in lhi

    di k

    ba

    ed

    on the

    mea med temperalm

    e eli tribuLion

    in

    lhe central plane.

    The dotted

    profiles repro

    enl

    redesign lhaL reduce

    Lhe

    weigh t

    as well as Lhe stre .

    Effeet of localized strain absorption.- In ome case

    geometrical configmaLion dicLaLes

    that Lhe

    toLal Lhermal

    elongation of a large portion of a

    body

    be equaled

    by

    the

    elon

    gation

    of a small eclion.

    1 he

    unit elongaLion 0 ] s

    lrain

    in the

    sm a

    ller s('ction is thus reater

    than llH' tr

    fl.in in Lhe

    larger ection.

    Figme

    43 sch('maLically indicates a simple

    case of this typ('. Sections Band C arc assumed

    o

    be of

    equa

    l (emp('ratlll t', buL 1 \\

    ('1

    lhan

    thaL of ecLions A

    by fl

    value of

    A

    . I f the entire

    body

    i

    un

    tr(' sed when aL uni

    form tcmperaLme,

    Lhe

    Lhermal elongation a.4.TAlA where

    50

    40

    V

    ;no>

    ~ ~

    O'u

    30

    -0 -

    o

    20

    EO.

    : : 00

    z 10

    r - -

    f

    -

    r -

    -

    . -

    f -

    -

    I

    Rim

    quenched

    -

    --

    r -

    Wheels _

    -

    subjected to

    -

    severe

    drag

    lesl

    -

    I

    o

    Oil

    quenched

    -

    -

    Unlreated

    -

    1

    - -

    -

    I-

    m

    ..

    .

    Arrow indicates

    wheel

    did not fracture

    FH1lJ

    RE

    41. - EffccL of plate h i c k n c ~ i ) on numbc r of drag; Ics ts requircd

    10

    produc( fracl mc (from re

    f.

  • 7/21/2019 Behavior of Materials Under Conditions of Thermal Stress2.pdf

    29/37

    26

    REPORT

    1l7

    N ATIONA L AD V

    ISORY

    CO

    MMI

    TT E E F OR AERONAUTICS

    '

    3

    =

    -

    I

    o

    80

    ,00

    0

    60 ,

    000

    40,000

    20

    ,

    000

    o

    60

    ,00

    0

    4

    0,00

    0

    F

    -

    2

    j,

    o

    -20,00 0

    -4 0

    ,000

    I

    -

    60,000

    -80 ,0

    00

    -100,0000

    ---

    -

    -

    -

    - - -

    2

    '-

    r ....

    --

    - : -

    :::.::.::-

    -=

    c :: ::

    C-=- -=.-

    ~

    ~

    ,\

    ~

    ~ . . . : : - : : : :

    ~ ~

    \

    Disk

    W

    ei

    ght

    \,

    ro

    f ile

    ra tio

    I

    1.

    000

    2

    .

    817

    \

    .673

    '\

    3 4 5 6

    7

    8

    9

    Disk radius,

    In.

    FI GI '

    R}:; 42.- E las t ic

    st

    ress dist r ibut ion for va riou, d isk pr ofile (from

    ref.

    11

    ).

    a is

    th

    e coefficien t of e

    xpan

    ion and

    LI

    is the length of

    sect ion A, mu st be match ed by an elonga tion d ue to stl'es

    in section B and

    C.

    I f th e cro section of B i

    rn

    a sive

    co mpared wi th that of a ll t he

    tra in

    i ind uced in ect ion

    C. Thu

    s, if

    e

    c

    is th e tra

    in

    in

    C

    EcL

    C=

    a. 1T4LA

    (1 6)

    or

    LA T

    c r aA A

    (16a)

    I n the elas ti.c range the tr ess indueed in C as a result of this

    stra in is

    (

    17

    )

    where Ec is the elast ic modulu of seetion C.

    Th e foregoing case illu tra tes the very i

    mpo

    r tan t fact th

    at

    geometrical configm a tion may impose a stre and strain

    mul tiplica t ion f

    ado

    r . The product EaT

    o

    is so met ime

    though t of as the maximum st r ess d uc to temp era t m e

    change

    To

    that can b e imp osed at a poi

    nt,

    since th i produ

    ct

    repr

    ese

    nts the tre

    l

    eq

    uircd

    to

    constrain comp letely the

    thermal dilation . It, i seen, hov

    ;reye

    r , from t

    hi

    examp le

    th

    at

    the maximum tre s in the tem may be many t im

    the s

    tr

    ess fo r complete constrain t, depending on the value

    LA l

    e

    Th us, unu ually high stre e are f1 eC] uen tl. i

    mpo

    se d

    on th e weake t m

    em

    ber of a

    s.

    \'stem .

    I f

    C

    W

    Cl e

    , for exa

    mp

    l

    e,

    a weld of small ax ial dimension

    co

    mp

    ared with ection A

    and B , the r atio lA le would be very large, and fai lure of th e

    II-eld would oCC

    Ul

    at low

    tem

    perat ure d

    iO

    e

    l

    ence in the

    system . This fa ilur e would be du e not to poor tl enath of

    th e weld metal, but rather to poor de ign, which require

    large elongations to be ma tched b) ' high loca

    li ze

    d

    tr

    ain .

    In the case of welded s

    tru

    c

    tur

    es, the high

    st

    resses a.

    nd

    s train

    may also res ult if

    th

    e bony is at uniform temper

    at

    ur e if the

    var ious componen t ha ve c1ifl er en t coeffi ci

    ent

    of therm al

    oxpansion .

    Thi

    s illus

    tr at

    ion

    tIm

    e

    mph

    asize one of the

    many reason weld s are so sensitive to th ermal

    E FFE CT OF I N I T I AL S UR

    FA

    CE STR ESS

    I n ome cases it i poss ible to

    in

    troduce init ial str esse

    th

    at

    c

    ount

    eract the eHect of the

    rm

    al st ress a

    nd

    lllereb.,

    impr

    ove

    therm al shock res i tancc . The use of hot blas tin g, for

    exa

    mp

    le,

    in

    order to inLroduce c

    ompr

    e ive surface tre ses

    h as been amply demon st

    rate

    d

    in

    th e ca e of mech anical

    f

    at

    igue at room t e

    mp

    era tUl e. The arne idea can be app li ed

    to par t operat ing at high te

    mp

    eratm e prov

    id

    cci the Le

    mp

    era

    tw

    e is no t so

    hi

    gh as to

    annea

    l

    the

    inclu ced tre ses . In

    ome cases the urface stresses should

    be

    ten ile, in other

    co

    mpr

    e sive; and illustraLion of each will now be presented.

    Residual tension.- In the case of Lurbine wh

    eel,

    the

    operating tr esse arc compl'es ive; hence, it i d es irable to

    in troduce a re i

    clu

    al tensile str ess to oD r l the opera ting

    s

    tr

    c s . This can be a h ieyed when th e wheel i co n tructed

    in

    two pa

    rt

    s, uch as s

    hown in

    fi

    g

    W

    e

    44.

    Th

    e ce

    ntr

    al

    l

    egion

    where the

    temp

    erat

    ur

    e j low, i usually made

    of

    fe

    rriti

    c

    material th at can eas il.\ be forged and ha good low-temp era

    tUl C strength.

    Th

    e r im region is made of aust eni t ic

    F IG URE 43.-C ross

    section

    of body in

    which

    l

    arge

    st ress a nd t ra i

    a re

    induced

    in sma ll membe r as a result of temperature change in

    la rge membe r .

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    BEHAVIOR OF MATERIALS

    UN

    DER CONDITIONS OF THERMAL STRESS

    27

    mat

    erial which has good hi gh- tempe

    ratur

    e strength , nece -

    sar,\- for

    re

    i

    ting

    the

    high

    te

    mp

    erature in

    th

    i area. The

    two part are joined by providing space for weld met al,

    as shown

    in

    the figure.

    On

    e

    pra

    ct ice tha t has bee n fo

    ll

    owed

    i

    to

    heat

    the rim

    r egion

    to

    a higher tempera t ure t han the

    centra

    l reg

    ion

    befor e in

    sert

    ion of the we ld m etal.

    When

    the

    r

    im

    cools,

    it

    th er efore eA

    ect

    ive

    l.,

    -

    hrin

    .

    ks

    on to Lhe

    ccnter

    region

    and et

    up a y tern of r esidual stre ses, tensile at

    th e

    rim and

    co

    mp r

    e sive

    at

    th

    e ce

    nt

    er.

    Tn

    subseque

    nt

    oper

    ation

    the incl uce cl therm al

    C'o

    mpres ive sLr e s

    aL

    t he

    rim is co un teracted b.,- th e init ial Lt' nsile kess. In the lower

    portion of th e figure is bown the t ress eli tribution that

    would occ ur

    in

    thi case if

    the

    te

    mp erature

    cI ifl'er ent ia l of

    400

    0

    F were maintained between thc

    rim

    and the cenLer

    region

    during

    the welding pl'oee

    dure

    . T il i

    stress

    distribution

    is

    ca

    lculated for the eli k

    pr

    eviousl.,- d i cus cd for which ,

    without

    this s1u'inking

    practi

    ce, the

    compres

    ive

    tre at

    the

    center

    would be about

    60

    ,000

    pound

    per

    quare indl

    and at

    the

    rim

    ,

    over]

    00.000

    pound

    s per

    quare

    inch .

    Tht'

    only

    region tha t suffers rr

    om hi

    gh

    st

    re ' is t

    il t'

    rt'g iO

    Il ill1m

    rd

    i-

    at

    ely

    adjace

    nt to the ,dd. A small

    amo unt

    of pia.

    tiC'

    H

    ow

    may

    take

    plact' in

    this

    region,

    but

    lite te lllp t'ntt

    uJ (

    's

    in

    t,hilocatioll lo\\-er than at

    t t

    I'im

    , and t Il('re are

    110

    geomrt ri cn l fl tr eflS ('onct'lltrnJioTlfl_

    '

    .

    '

    '

    S t r c ~ d i ~ t r i b u t i o n

    in weld

    ed

    and

    s

    hrunk

    disk (from

    ref. 11 ) .

    Residual

    c

    ompression.

    - In

    some

    cases the

    desirabl

    e initia.l

    stress

    is th

    at

    of

    co

    mpr ession.

    Vol

    e

    tb

    roo].;: and Wulff

    (

    1' f.

    1

    6)

    ha

    ve , for

    rxampl

    e, m ade a ve ry

    exten

    ive

    inv

    es

    tigation on

    the possibilit.'- of indu c

    in

    a

    sui table initial tresses in ho ll

    o

    circul

    ar edi lldr rs. Their project was conducted in con

    n ec

    tion wi t h the guided mi ssil e program a

    nd

    th e in ter est

    wa pr i

    marily

    in rocket nozzles. Th e)Tther efore c

    on

    ider ecl

    hollow c.dindCl's that were sudde

    nl.

    h

    eate

    d

    in

    the cent

    cr

    b

    .,

    - a Global' rod

    Lo

    simu la t

    ('

    the

    s

    udd

    en

    a

    ppli

    ca t

    ion of co

    m

    hu

    Lion

    in

    ( li

    e rockrt

    11

    ozzlr .

    An

    ea rl.,- find ing wa t h

    at

    fa ilu rt'

    r('

    s

    ul

    ted