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  • PPA/T/84

    Effect of heat treatment on toughness and strength properties of C-Mn steel

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  • Effect of heat-treatment on toughness and

    strength properties of C-Mn steel.

    Kohd b. Harun, Goh Kian Seong and Jasmin Baba

    Abstract

    The strength and toughness of the heat-treated and tempered

    C-Kn are studied. Two type of heat-treatments have been

    carried out with the specimens in an argon gas. The variation

    in the fracture surfaces of the heat-treated and tempered

    specimens with impact test temperatures also is discussed.

    + Fakulti Kejuruteraan Jentera,

    L'niversiti Teknoloci Malaysia.

  • Effect of heat-treatment on toughness and

    strength properties of C-Mn steel

    Introduction

    C-Mn steel is tr.e most common and economic material used

    in structural components such as bridges, building, ships,

    venicles, boilers and pipelines. The steel has a medium re-

    sistance to sulphide stress corrosion, hydrogen induced

    croocing and stress corrosion cracking. It is not suitable

    to use under wet Co and pitting. More recent steel making

    developments are introducing low carbon products manufactured

    using controlled rolling and cooling techniques. According

    to chemistry requirement, increasing of toughness can be

    achieved by lowering the carbon and sulphur levels with some

    additions of nicroalloying elements for grain refinement such 1 2

    as No one V; and sulphide shape control (Ca) ' .

    Charpy V-notch impact is used for comparing the influence

    of alloy studies and heat-treatment on toughness. It is used

    for quality control and material acceptance purpose. The

    notcn tougnness or tendency for brittle failure is determined

    :jy t.ne transition temperature. The transition-temperature

    can nelp engineer to select a material which has a sufficient

    notcn toughness wnen subjected tc severe service conditions.

    Tne :,oter:ol witn the lowest transition temperature is to be

    preferred oecause the lower this transition temperature, the

    greater the fracture toughness of the material. In mild steel,

    the change in transition tenonrature can oe produced by changes 3

    in microstructure or the chemical compostion sucn as C and Mn . Grain size also nas d strong effect on transition temperature.

    The mecnanical oroperties of a quenched and tempered steel

    may be altered oy changing tne tempering temperature. In tne

    case of SME 4340 steel, hardness and tensile properties are

    reduced with increasing of tempering temperature. The tensile

    properties of annealed and normalised steels are controlled

  • by the ferrite and the amount, shape and distribution of

    Cementite. The strength of ferrite depend on the amount of

    alloying element in solid solution and the ferrite grain size.

    The strenth depends on the amount of cementite either as

    pearlite or as spherodite, in which the tensile strength of

    the spherodized structure are difference compared with a pearlite

    structure.

    The oest combination of strength and ductility is obtained

    in steel whicn has neen quenched to a fully nartensite structure

    and then tempered. In this study, the works have been carried

    out to investigate the effect of heat-treatments on the tough-

    ness anc strength properties of the carbon steel.

    Material and Procedure

    The chemical composition of tne material used in this study

    is given in table 1.

    Table 1

    element C

    % weight 0.17

    Mn

    0.79

    Si

    0.12

    P

    0.04

    Cr

    0.09

    Mo

    0.02

    Ni

    0.09

    Cu

    0.32

    Fe

    Balance

    Two pieces of as-received s t e e l s has been homogenized a t 1423K

    for lOh in argon gas environment. After being homogenized, two

    types of heat treatments were ca r r i ed out with the specimans in an

    argon gas» They were type A; aus ten i t i zed a t 980 C for 2H and

    furnace cooling t o roon temperature, and heated to 760 C for

    3h, water quenched. Type B, was aus ten i t i zed a t 980 C for 2h,

    furnace cooled to 760 c and maintain a t 760 C for 3h, water

    quenched.

    Both types of specimen were tempered a t 200 C and 500 C

    for l h . The Charpy V-notch impact t e s t have been ca r r i ed out

    on the specimens a t severa l temperatures, ranging from - 200 C

    to + 150 c . These f rac tu re surfaces were subsequently

  • J

    examined by scanning e l ec t ron microscope and the t r a n s i t i o n

    temperature ( f t - l b ) was determined. The t e n s i l e t e s t s were

    ca r r i ed out using a 10-T zwick Universal Test ing machine.

    The hardness was measured using a Vickers Microhardness Tester

    with a load of lOOg.

    Results and discussion

    ( i ) Microstrueture and fractouraphy

    The op t i ca l r.icrograpns of the as - rece ived and hea t -

    t rea ted specimens were shown in f igure 1. The micro-

    s t ruc tu re showing the presence of the ferrite—marten-

    s i t e mixed s t r u c t u r e s . The morphology fea tures of the

    s t ruc tu re s observed by o p t i c a l microscope were s l i gh t l y

    changed by the tempering.

    Scanning micrographs of the f r ac tu re surface a t d i f f e r e n t

    temperature t e s t s were shown in f igures 2 and 3 . In

    f igure 2/\, tne neat- t reatment of type A shown dimpled

    rupture a t the temperatures of 50 C, 124 C and 191 C.

    Some inclus ions can be seen within dimples. The

    inclusions have been iden t i f i ed as Mn S. The f rac ture

    exnioi ts cleavage facets and dimples a t the temperature

    of - 15 C. Tne f r a c t u r e mechanism was B r i t t l e cleavage

    a t temperature of - 116 C and - 167 c . In f igure 2B,

    the fractcgraph showed two mecnanisms of f rac tu re a t

    temperature of - 116 C.

    In tne heat- t reatment of type B.as shown in f igure 3A,

    two mechanism of f r ac tu re occured a t the temperature of -

    129 C, meanwhile in f igure 3B, the two mechanisms of

    f rac ture occured a t the temperature of - 133 C.

    ( i i ) Hardness and s t r eng th

    Heat-treated samples A and B have a higher hardness;

    93.0VHN and 83.2 VHW, r e s p e c t i v e l y . After tempering at

  • 4 -

    500 C and 200 C, lh; the hardness of the sample B was

    reduced t o 67.6 VHN and 60.6 VHN re spec t ive ly . Mean-

    whi le , the hardness of t h e sample A was reduced t o

    61.5 and 62.8 VHN, r e s p e c t i v e l y . The as-received

    sample has a hardness of 64.6 VHN.

    Graph l has shown the e f fec t of heat- t reatments on the

    s t r e s s - s t r a i n curves . The t e n s i l e s t rengths of the

    hea t - t r ea t ed specimens A. and B were 598,98 and 592.03 _2

    Nram respec t ive ly . The t e n s i l e s t reng th of A was _2

    reduced to 388.83 and 365.28 Nmm af te r tempering a t

    temperatures of 200 C and 500 c for lh, r e spec t ive ly .

    Meanwhile, the t e n s i l e s t r e n g t n of B was reduced to -2

    3 72.56 and 363.17 Nmm a f t e r tempering a t temperatures

    of 200 C and 500 C, for lh , r e spec t ive ly . The s t r a i n

    was higher a t tempering temperature of 500 C, lh

    compared witn tempering temr-erature of 200 lh for both

    samples of A and 3 . The s t r a i n values of sample A and B

    as a r e s u l t of tempering at 500 C, In was 45.64% and

    43.55%, r e spec t i ve ly .

    The s t r a i n values of sample n and B before tempering

    were 13.97 and 12.75%, r e s p e c t i v e l y . The s t reng th and

    d u c t i l i t y of A was b e t t e r than t h a t of B.

    ( i i i ) The t r a n s i t i o n temperature

    The e f fec t of he^ t - t rea tments on the energy- t rans i t ion

    temperature was shown ingraph 2 . The tempered samples

    n. and B a t 200 C, Ih has a t r a n s i t i o n temperatures of —

    57 C and - 121 C, r e s p e c t i v e l y . . The tempered samples

    of A and B a t 500 C, lh had a t r a n s i t i o n temperature of

    - 148 and - 152 C, r e s p e c t i v e l y . The t r a n s i t i o n

    temperature of B was s l i g h t l y lower than tha t of A.

    Conclusion

    Heat-treatment and tempering of C-Mn s t e e l can effect to

    the toughness and s t r eng th . After the heat treatments and

  • 5

    tempering the microstructure consists of a Fcrrite matrix and

    cenentite changed their size and distribution. Combination of

    good strength and toughness had be obtained in the C-Mn steel

    after heat-treatment A and tempering at temperature of 500 C,

    lh.

    Acknowledgements

    The author would l ike to thank Mrs. Zaiton Selamat and Mr.

    Krishnamoorthy, for their experimental help. He also thanks Mr.

    Samad Solnae, Dean, Faculty of Mechanical Engineering, University

    Teknologi Malaysia and Dr. Abd. Ghaffar Rarali, Head of Nuclear

    Technology Programme, Nuclear Energy Unit for the ir cooperations

    in this work.

    References

    1. C.L. Jones : in 'Xanufacturing, f ab r i ca t ion , and operation

    of p i p e l i n e s ' , 2; 1982, Glasgow, Scot t i sh

    Association of meta l s .

    2 . R.J. Gr^y, V..R. Irving and R. Saker : in Proc. Cor.f. on

    •SteelTiakinc, c a s t i n g , and r o l l i n g of p ipe l ine

    sceels ir. -iSC , 3; 1932, Glasgow, Scot t i sh

    Association cf n e t a l s .

    3 . J.A. Pinebolt and :..J. Ha r r i s , J r . : Trans. Am. Soc. Met.

    Vol. 43 , pp. 1175 - 1214.

    4. H.J. French, : Trans. .Metall. Soc. AIHE, Vol. 206, p. 770,

    1956.

  • ?c /r

    ft/

    "ig. i : (a) as - received Sample.

    (b) Heat treatment A.

    (c) HT A + tempering at 200°C, lh.

    (d) HT A + tempering at 500°C, lh.

    (e) HT 3.

    (f) HT B + tempering at 20C°C, lh.

    (q) HT 3 •+ tempering at 500°c, lh.

  • F i g . 2n: SEK f rac tog raphs of HT(A) and tempered 200 C, ih

    r.pecimeiis t e s t e d a t tern: er . i tur .T. o f : -

  • F i g . 2B: SEM f r a c t o g r a p h s of HT (a) p lus tempered a t 500 C, lh

    .specimens tested at temperatures oi : -

    (c) -H5°c and {(-•) -"iB?

  • F i g . 3&: SEK f r a c t o g r a p h s of HT la) p lus tempecud a t 200"c , l h .

    Specimens t i s t e d a t t empera tu res o f : -

    (a>

    and

    12 A°C

    ( e )

    la) 52 C ( c ) - 1 1 4 C Id) -Ul

  • ftgssspaa**

    F i g . 3B: SEM f r ac tog raphs of HT (B> p lus tempered a t 500 C, I n ,

    specimens t e s t e d a t t empera tures o f : -

    ( a ) . 51 (b) 124 Z (c ) •109°C

    (d) -166°C arid.- (e ) - l 9 2 ° c

  • 3KA1-H I.* STRESS-STRAIN CURVE CF HEAT-TREATED AND TE..**ERED C-Mn STEEL

    A i s o l u t i o n - t r e a t e d a t 980 C, 2 h , ! F C , t o 760°C, m a i n t a i n e d a t 760°C 3 h , WQ (B)

    • S o l u t i o n - t r e a t e d a t 980 C, 2h , FC t o room t e m p e r a t u r e , Heated a t

    •760°C, 3h , WQ (A)

    t emper ing a t 200 c , l h , WQ

    t emper ing a t 200°C, l h , WQ

    + t emper ing a t 500°c , lh WQ

    temper ing a t 500°c , lh WQ

    80-

    60

    • 0 .

    20

    S t r a i n (%)

    ZOO -160 •«20 •80

    I Tempera ture ( ° c ) '

    ~ i -j ' i ' " " d i i ' ^ n l ^

    —V O 4 0 SO

    EFFECT OF HEAT TREATMENT ON THE ENERGY-TRANSITION-TEMPERATURE

    CURVES FOR Mn-C STEEL