Callister Ch6 Mek Oz

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    Chapter 6 - 1

    renilecek Baz Kavramlar...

    Stressand strain: Gerilme ve Genleme (Birim ekil Deiimi)

    Elasticbehavior: Elastik davran

    Plasticbehavior: Plastik davran

    Toughnessand ductility: Tokluk ve sneklik

    Chapter 6 (Blm 6):Mechanical Properties

    (Mekanik zellikler)

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    Chapter 6 - 2

    Elastic means reversible!

    Elastic Deformation

    1. Initial 2. Small load 3. Unload

    F

    d

    bonds

    stretch

    return to

    initial

    F

    d

    Linear-

    elastic

    Non-Linear-elastic

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    Chapter 6 - 3

    Plastic means permanent!

    Plastic Deformation (Metals)

    F

    dlinearelastic linearelasticdplastic

    1. Initial 2. Small load 3. Unload

    planesstillsheared

    F

    delastic + plastic

    bondsstretch& planesshear

    dplastic

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    Chapter 6 - 4

    Stress-Strain Testing Typical tensile test

    machine

    Adapted from Fig. 6.3, Callister 7e. (Fig. 6.3 is taken from H.W.

    Hayden, W.G. Moffatt, and J. Wulff, The Structure and Properties of

    Materials, Vol. III, Mechanical Behavior, p. 2, John Wiley and Sons,New York, 1965.)

    specimenextensometer

    Typical tensile

    specimen

    Adapted from

    Fig. 6.2,

    Callister 7e.

    gauge

    length

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    Chapter 6 - 5

    Linear Elastic Properties

    Modulus of Elasticity, E:(also known as Young's modulus)

    Hooke's Law:

    s= Ee s

    Linear-elastic

    Ee

    F

    Fsimpletensiontest

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    Chapter 6 - 6

    Mechanical Properties Slope of stress strain plot (which is

    proportional to the elastic modulus) dependson bond strength of metal

    Adapted from Fig. 6.7,

    Callister 7e.

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    Chapter 6 - 7

    Metals

    Alloys

    Graphite

    Ceramics

    Semicond

    PolymersComposites

    /fibers

    E(GPa)

    Based on data in Table B2,

    Callister 7e.

    Composite data based on

    reinforced epoxy with 60 vol%

    of aligned

    carbon (CFRE),

    aramid (AFRE), or

    glass (GFRE)

    fibers.

    Youngs Moduli: Comparison

    109Pa

    0.2

    8

    0.6

    1

    Magnesium,

    Aluminum

    Platinum

    Silver, Gold

    Tantalum

    Zinc, Ti

    Steel, Ni

    Molybdenum

    Graphite

    Si crystal

    Glass-soda

    Concrete

    Si nitrideAl oxide

    PC

    Wood( grain)

    AFRE( fibers) *

    CFRE*

    GFRE*

    Glass fibers only

    Carbon fibers only

    Aramid fibers only

    Epoxy only

    0.4

    0.8

    2

    46

    10

    2 0

    4 0

    6 08 0

    10 0

    200

    600800

    10 001200

    400

    Tin

    Cu alloys

    Tungsten

    Si carbide

    Diamond

    PTFE

    HDPE

    LDPE

    PP

    Polyester

    PSPET

    CFRE( fibers)*

    GFRE( fibers)*

    GFRE(|| fibers)*

    AFRE(|| fibers)*

    CFRE(|| fibers)*

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    Chapter 6 - 8

    (at lower temperatures, i.e. T< Tmelt/3)

    Plastic (Permanent) Deformation

    Simple tension test:

    engineering stress, s

    engineering strain, e

    Elastic+Plasticat larger stress

    permanent (plastic)after load is removed

    epplastic strain

    Elasticinitially

    Adapted from Fig. 6.10 (a),

    Callister 7e.

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    Chapter 6 - 9

    Stress at which noticeableplastic deformation hasoccurred.

    when ep = 0.002

    Yield Strength, y

    sy= yield strength

    Note: for 2 inch sample

    e= 0.002 = z/z

    z= 0.004 in

    Adapted from Fig. 6.10 (a),

    Callister 7e.

    tensile stress,s

    engineering strain, e

    sy

    ep= 0.002

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    Chapter 6 - 10

    Room Tvalues

    Based on data in Table B4,

    Callister 7e.

    a = annealed

    hr = hot rolledag = aged

    cd = cold drawn

    cw = cold worked

    qt = quenched & tempered

    Yield Strength : ComparisonGraphite/Ceramics/Semicond

    Metals/Alloys

    Composites/fibers

    Polymers

    Yieldstr

    ength,sy(MPa)

    PVC

    H

    ardtomeasure

    ,

    sinceintension,fra

    ctureusuallyoccursbeforeyield.

    Nylon 6,6

    LDPE

    70

    20

    40

    6050

    100

    10

    30

    2 00

    3 004 00

    5 006 007 00

    10 00

    2 0 00

    Tin (pure)

    Al(6061)a

    Al(6061)ag

    Cu(71500)hrTa (pure)Ti (pure)aSteel (1020)hr

    Steel (1020)cd

    Steel (4140)a

    Steel (4140)qt

    Ti (5Al-2.5Sn)aW(pure)

    Mo (pure)Cu(71500)cw

    Hardtomeasure,

    inceramicmatrixa

    ndepoxymatrixcompo

    sites,since

    intension,frac

    tureusuallyoccursbefo

    reyield.

    HDPEPP

    humid

    dry

    PC

    PET

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    Chapter 6 - 11

    Tensile Strength, TS

    Metals: occurs when noticeable neckingstarts. Polymers: occurs when polymer backbonechainsare

    aligned and about to break.

    Adapted from Fig. 6.11,Callister 7e.

    y

    strain

    Typical response of a metal

    F= fracture or

    ultimate

    strength

    Neckactsas stress

    concentratorengineering

    TS

    stres

    s

    engineering strain

    Maximum stress on engineering stress-strain curve.

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    Chapter 6 - 12

    Tensile Strength : Comparison

    Si crystal

    Graphite/Ceramics/Semicond

    Metals/Alloys

    Composites/fibers

    Polymers

    Tensile

    st

    rength,

    TS

    (MPa)

    PVC

    Nylon 6,6

    10

    100

    200300

    1000

    Al(6061)a

    Al(6061)ag

    Cu(71500)hr

    Ta (pure)Ti (pure)a

    Steel (1020)

    Steel (4140)a

    Steel (4140)qt

    Ti (5Al-2.5Sn)aW(pure)

    Cu(71500)cw

    LDPE

    PP

    PC PET

    20

    3040

    2000

    3000

    5000

    Graphite

    Al oxide

    Concrete

    Diamond

    Glass-soda

    Si nitride

    HDPE

    wood( fiber)

    wood(|| fiber)

    1

    GFRE(|| fiber)

    GFRE( fiber)

    CFRE(|| fiber)

    CFRE( fiber)

    AFRE(|| fiber)

    AFRE( fiber)

    E-glass fibCfibersAramid fib

    Room Temp. valuesBased on data in Table B4,

    Callister 7e.

    a = annealed

    hr = hot rolled

    ag = aged

    cd = cold drawncw = cold worked

    qt = quenched & tempered

    AFRE, GFRE, & CFRE =

    aramid, glass, & carbon

    fiber-reinforced epoxy

    composites, with 60 vol%

    fibers.

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    Chapter 6 - 13

    Plastic tensile strain at failure:

    Adapted from Fig. 6.13,

    Callister 7e.

    Ductility

    Another ductility measure: 100xA

    AARA%

    o

    fo-

    =

    x 100L

    LLEL%

    oof -=

    Engineering tensile strain, e

    Engineering

    tensile

    stress, s

    smaller %EL

    larger %EL LfAo AfLo

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    Chapter 6 - 14

    Energy to break a unit volume of material Approximate by the area under the stress-strain

    curve.

    Toughness

    Brittle fracture: elastic energy

    Ductile fracture: elastic + plastic energy

    very small toughness(unreinforced polymers)

    Engineering tensile strain, e

    Engineeringtensile

    stress, s

    small toughness (ceramics)large toughness (metals)

    Adapted from Fig. 6.13,

    Callister 7e.

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    Chapter 6 - 15

    Resilience, Ur

    Ability of a material to store energy

    Energy stored best in elastic region

    If we assume a linear

    stress-strain curve this

    simplifies to

    Adapted from Fig. 6.15,

    Callister 7e.

    yyr21

    U es@

    e

    es= y dUr0

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    Chapter 6 - 16

    Elastic Strain Recovery

    Adapted from Fig. 6.17,

    Callister 7e.

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    Chapter 6 - 17

    Hardness Resistance to permanently indenting the surface.

    Large hardness means:--resistance to plastic deformation or cracking in

    compression.

    --better wear properties.

    e.g.,10 mm sphere

    apply known force measure sizeof indent afterremoving load

    dDSmaller indentsmean largerhardness.

    increasing hardness

    mostplastics

    brassesAl alloys

    easy to machinesteels file hard

    cuttingtools

    nitridedsteels diamond

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    Chapter 6 - 18

    Hardness: Measurement

    Rockwell No major sample damage Each scale runs to 130 but only useful in range

    20-100.

    Minor load 10 kg Major load 60 (A), 100 (B) & 150 (C) kg

    A = diamond, B = 1/16 in. ball, C = diamond

    HB = Brinell Hardness TS(psia) = 500 x HB

    TS (MPa) = 3.45 x HB

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    Chapter 6 - 19

    Hardness: MeasurementTable 6.5

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    Chapter 6 - 20

    True Stress & StrainNote: S.A. changes when sample stretched

    True stress

    True Strain

    iT AF=s

    oiT ln=e e=e

    es=s

    1ln

    1

    T

    T

    Adapted from Fig. 6.16,

    Callister 7e.

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    Chapter 6 - 21

    Hardening

    Curve fit to the stress-strain response:

    sT =K eT ntrue stress (F/A) true strain: ln(L/Lo)

    hardening exponent:n = 0.15 (some steels)to n = 0.5 (some coppers)

    An increase in sydue to plastic deformation.

    s

    e

    large hardeningsmall hardeningsy

    0sy

    1

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    Chapter 6 - 22

    Stressand strain: These are size-independentmeasures of load and displacement, respectively.

    Elasticbehavior: This reversible behavior oftenshows a linear relation between stress and strain.

    To minimize deformation, select a material with a

    large elastic modulus (Eor G).

    Toughness: The energy needed to break a unitvolume of material.

    Ductility: The plastic strain at failure.

    Summary

    Plasticbehavior: This permanent deformationbehavior occurs when the tensile (or compressive)

    uniaxial stress reaches sy.

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    Chapter 6 - 23

    Core Problems:

    Self-help Problems:

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