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  • How do Materials Break?

    Chapter 8: Failure

    Ductile vs. brittle fracture

    Principles of fracture mechanics

    Stress concentration

    Impact fracture testing

    Fatigue (cyclic stresses)

    Cyclic stresses, the SN curve

    Crack initiation and propagation

    Factors that affect fatigue behavior

    Creep (time dependent deformation)

    Stress and temperature effects

    Alloys for high-temperature use NOT tested:

    8.14 Data extrapolation methods

    8.15 Alloys for high-temperature use

    1

  • 2

    Fracture Modes

    Simple fracture is the separation of a body into 2 or more pieces in response to an applied stress that is static

    (constant) and at temperatures that are low relative to the

    Tm of the material.

    Classification is based on the ability of a material to experience plastic deformation.

    Ductile fracture

    Accompanied by significant plastic deformation

    Brittle fracture

    Little or no plastic deformation

    Sudden, catastrophic

    2

  • Fracture Mechanism Steps : crack formation crack propagation

    Ductile vs. brittle fracture

    Ductile - most metals (not too cold):

    Extensive plastic deformation before crack

    Crack stable: resists extension unless applied stress is increased

    Brittle fracture - ceramics, ice, cold metals:

    Little plastic deformation

    Crack unstable: propagates rapidly without increase in applied stress

    Ductile fracture is preferred in most applications

    3

  • Ductile vs Brittle Failure

    Very

    Ductile

    Moderately

    Ductile Brittle

    Fracture

    behavior:

    Large Moderate %AR or %EL Small

    Ductile fracture is usually more desirable

    than brittle fracture!

    Ductile:

    Warning before

    fracture

    Brittle:

    No

    warning

    4

  • 5

    Evolution to failure:

    Moderately Ductile Failure

    necking void

    nucleation

    Resulting fracture

    surfaces

    (steel)

    50 mm

    particles

    serve as void

    nucleation

    sites.

    50 mm

    From V.J. Colangelo and F.A. Heiser, Analysis of

    Metallurgical Failures (2nd ed.), Fig. 11.28, p. 294, John

    Wiley and Sons, Inc., 1987. (Orig. source: P. Thornton, J.

    Mater. Sci., Vol. 6, 1971, pp. 347-56.)

    100 mm

    Fracture surface of tire cord wire loaded in tension.

    Courtesy of F. Roehrig, CC Technologies, Dublin, OH.

    Used with permission.

    fracture Crack

    propagation Coalescence

    of cavities

    5

  • Ductile failure: -- one piece

    -- large deformation

    Example: Pipe Failures

    Brittle failure: -- many pieces

    -- small deformations

    6

  • Ductile Fracture

    (Cup-and-cone fracture in Al)

    Scanning Electron Microscopy. Spherical dimples micro-cavities that initiate crack formation.

    7

  • Crack propagation is fast

    Propagates nearly perpendicular to direction of

    applied stress

    Often propagates by cleavage - breaking of atomic

    bonds along specific crystallographic planes

    No appreciable plastic deformation

    Brittle Fracture (Low Dislocation Mobility)

    Brittle fracture in a mild steel

    8

  • 9

    Brittle Fracture Arrows indicate point at failure origination

    Distinctive pattern on the fracture surface: V-shaped

    chevron markings point to the failure origin.

    9

  • A. Transgranular fracture: Cracks pass through grains. Fracture surface: faceted texture because of different

    orientation of cleavage planes in grains.

    B. Intergranular fracture: Crack propagation is along grain boundaries (grain boundaries are weakened/embrittled by

    impurity segregation etc.)

    Transgranular fracture

    Brittle Fracture

    10

    Intergranular fracture

  • Stress Concentration

    The measured fracture strengths for most brittle materials are significantly lower than those

    predicted by theoretical calculations based on

    atomic bond energies.

    This discrepancy is explained by the presence of very small microscopic flaws or cracks that are

    inherent to the material.

    The flaws act as stress concentrators or stress raisers, amplifying the stress at a given point.

    This localized stress diminishes with distance away from the crack tip.

    11

  • t

    Flaws are Stress Concentrators!

    If the crack is similar to an elliptical hole through plate, and is oriented

    perpendicular to applied stress, the

    maximum stress m=

    where

    t = radius of curvature

    so = applied stress

    sm = stress at crack tip

    a = length of surface crack or length of internal crack

    stress concentration factor:

    2/1

    t0

    mt

    a2K

    s

    s

    sm 2soa

    t

    1/ 2

    Ktso

    12

  • Concentration of Stress at Crack Tip

    13

  • Crack Propagation

    Cracks having sharp tips propagate easier than cracks

    having blunt tips

    A plastic material deforms at a crack tip, which blunts the crack.

    ductile

    deformed

    region

    brittle

    14

  • When Does a Crack Propagate?

    Crack propagates if crack-tip stress (sm) exceeds a critical stress (sc)

    where E = modulus of elasticity

    s = specific surface energy

    a = one half length of internal crack

    For ductile materials => replace s with s + p

    where p is plastic deformation energy

    2/12

    s

    as

    cE

    i.e., sm > sc

    15

  • Fracture Toughness

    Fracture toughness measures a materials resistance to brittle fracture when a crack is present.

    Indication of the amount of stress required to propagate a pre-existing flaw.

    Assume that flaws (cracks, voids, etc.) are present.

    Evaluate the ability of a component containing a flaw to resist fracture.

    16

  • Fracture Toughness

    Mode I fracture is the condition where the crack plane is normal to the direction of largest tensile loading. This is the most commonly encountered mode.

    Fracture toughness is a function of loading, crack size, and structural geometry.

    KC = asY

    Kc is the fracture toughness in or

    Y is a crack length and component geometry factor that is different for each

    specimen, dimensionless.

    is the applied stress in MPa or psi a is the crack length in meters or inches

    mMPa inpsi

    17

  • Crack growth condition:

    Largest, most highly stressed cracks grow first!

    As Engineers we must Design

    Against Crack Growth

    K Kc = asY

    --Scenario 1: Max. flaw size dictates design stress.

    maxas

    Y

    Kcdesign

    s

    amax no fracture

    fracture

    --Scenario 2: Design stress dictates max. flaw size.

    2

    max

    1

    s

    design

    c

    Y

    Ka

    amax

    s no fracture

    fracture

    18

  • Design Example: Aircraft Wing

    Answer: MPa 168)( B sc

    Two designs to consider...

    Design A --largest flaw is 9 mm

    --failure stress = 112 MPa

    Design B --use same material

    --largest flaw is 4 mm

    --failure stress = ?

    Key point: Y and KIc are the same for both designs.

    Material has KIc = 26 MPa-m0.5

    Use... maxa

    sY

    KIcc

    B max Amax

    aa cc ss

    9 mm 112 MPa 4 mm --Result:

    = a = sY

    KIc constant

    19

  • Lets look at Another Situation

    Steel subject to tensile stress of 1030 MPa, it

    has KIc of 54.8 MPa(m) a handbook value, Y = 1.

    If it has a largest surface crack 0.5 mm (.0005 m) long will it grow and

    fracture?

    What crack size will

    result in failure?

    1

    1

    1*1030* 3.141*.0005 40.82

    Since K < K the part won't fail!

    a a

    a

    a c

    K Y a

    here

    Y

    Y a

    s

    s

    1

    22

    1 54.81*1030

    3.1416

    .0009 .9

    c c

    c

    c

    K Y a

    KY

    a

    a m mm

    s

    s

    20

  • Impact Testing

    final height initial height

    Two standard tests: Charpy and Izod.

    Measure the impact energy (energy required to fracture a test piece under an impact load), also called the notch

    toughness.

    (Charpy)

    testing fracture characteristics: high strain rates

    Energy ~ h - h

    21

  • As temperature decreases a ductile material can become brittle

    Effect of temperature on the impact energy:

    Ductile-to-Brittle Transition

    22

    http://www.mechlook.com/ductile-brittle-transition/

    Many materials experience a shift from ductile to brittle behavior if the temperature is

    lowered below a certain point.

    The temperature at which this shift occurs varies from material to material.

  • 23

    It is sometimes defined DBTT as the temperature at which the material absorbs 15 ft*lb of impact energy during

    fracture.

    We ideally want the DBTT to be as low as possible for low-temperature design.

    Metals such as aluminum, gold, silver, and copper have an FCC (face-centered cubic) crystal lattice structure, and

    most do not experience a shift from ductile to brittle

    behavior.

    Metals, such as iron, many steels, chromium, and tungsten, have a BCC (body-centered cubic) crystal

    structure and experience a sharp, often non-linear shift in

    ductility.

    Many components on a crane have even a DBTT for instance many blocks are rated with a service temperature

    of -20 C.

    DBTT values are usually determined through a standardized Charpy (or similar) impact test at varying

    temperatures.

    Ductile to Brittle Transition Temperature

    (DBTT)

  • 24

    Pre-WWII: The Titanic WWII: Liberty ships

    Reprinted w/ permission from R.W. Hertzberg, "Deformation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.1(a), p. 262, John Wiley and Sons,

    Inc., 1996. (Orig. source: Dr. Robert D. Ballard, The Discovery of the Titanic.)

    Ductile to Brittle Transition Temperature

    (DBTT)

    Disastrous consequences for a welded transport ship,

    suddenly split across the entire girth of the ship (40F).

    Problem: Steels were used having DBTTs just below room temperature.

    24

  • Under fluctuating / cyclic stresses, failure can occur at considerably lower loads than tensile or yield strengths

    of material under a static load.

    Causes 90% of all failures of metallic structures (bridges, aircraft, machine components, etc.)

    Fatigue failure is brittle-like (relatively little plastic deformation) - even in normally ductile materials. Thus

    sudden and catastrophic!

    Fatigue Failure under fluctuating stress

    25

  • Fatigue behavior Fatigue = failure under cyclic stress

    tension on bottom

    compression on top

    counter motor

    flex coupling

    specimen

    bearing bearing

    26

    Fatigue corresponds to the brittle fracture of an alloy after a total of N

    cycles to a stress below the tensile strength.

  • Fatigue: Cyclic Stresses

    Cyclic stresses characterized by maximum, minimum and mean

    stress, the range of stress, the stress amplitude, and the stress ratio

    Mean stress sm = (smax + smin) / 2

    Range of stress sr = (smax - smin)

    Stress amplitude sa = sr/2 = (smax - smin) / 2

    Stress ratio R = smin / smax

    Convention: tensile stresses positive

    compressive stresses negative 27

  • Fatigue

    Fracture surface with crack initiation at top.

    Surface shows

    predominantly dull

    fibrous texture where

    rapid failure occurred

    after crack achieved

    critical size.

    Fatigue failure

    1. Crack initiation

    2. Crack propagation

    3. Final failure

    28

  • Fatigue failure is brittle in nature, even in

    normally ductile materials; there is very little

    plastic deformation associated with the failure.

    The image shows fatigue striations (microscopic).

    Striations are close

    together indicating

    low stress, many cycles.

    Widely spaced striations

    mean high stress few

    cycles.

    29

  • Federal investigators say metal fatigue caused a hole to rip open in the roof of a Southwest Airlines jet as it cruised at 35,000 feet in 2009. The National Transportation Safety Board says the 14-inch crack developed in a spot where two sheets of aluminum skin were bonded together on the Boeing 737 jet.

    The pilot made an emergency landing in Charleston, W.Va. There were no injuries among the 126 passengers and five crew members. Two months after the scare, Boeing told all airlines with 737s to conduct repeated inspections of the top of the fuselage near the vertical tail fin. The Federal Aviation Administration has since made those inspections mandatory.

    Southwest got the plane in 1994 it's much older than the average Southwest jet and had flown it for 50,500 hours and made 42,500 takeoffs and landings before it sprang a hole in the roof, according to the safety board report. The safety board said it found signs of metal fatigue by magnifying the area in front of the tail fin. In a 3-inch stretch, the crack penetrated completely through the aluminum skin.

    FAA records showed that eight cracks had been found and repaired in the fuselage during the plane's 14-year checkup.

    30

  • S-N Curves

    Fatigue limit, Sfat: --no fatigue if S < Sfat

    Sfat

    case for steel (typ.)

    N = Cycles to failure 10

    3 10

    5 10

    7 10

    9

    unsafe

    safe

    S =

    str

    ess a

    mplit

    ude

    SN curve becomes

    horizontal at large N

    Stress amplitude below which

    the material never fails, no

    matter how large the number

    of cycles is

    For some materials, there is no fatigue limit!

    case for Al (typ.)

    N = Cycles to failure 10

    3 10

    5 10

    7 10

    9

    unsafe

    safe

    S =

    str

    ess a

    mplit

    ude

    Fatigue strength: stress at which

    fracture occurs after specified

    number of cycles

    Fatigue life: Number of cycles to

    fail at specified stress level 31

  • Example 1

    2 5max 3

    2min 3

    Given: 2014-T6 Alum. Alloy bar (6.4 mm )

    find its fatigue life if a part is subject to loads:

    5340 - tensile then compressive

    5340 5340 165.993.22 106.4*10

    2

    5340 53403.6.4*10

    2

    N

    MPa

    s

    s

    5

    max min

    min

    6

    165.9922 10

    165.99 165.990

    2 2

    331.99

    165.992

    Examining Fig (right) at S = 165.99

    Fatigue Life = Cycles to Failure 7 10

    m

    r Max

    ra

    MPa

    MPa

    MPa

    S MPa

    s ss

    s s s

    ss

    32

  • Example 2

    33

    The fatigue data for a brass alloy are given as follows,

    (a) Determine the fatigue strength at 5 105 cycles.

    (b) Determine the fatigue life for 200 MPa.

    (a) As indicated by the A set of dashed lines on the plot, the fatigue strength at 5 105 cycles [log (5 105) = 5.7] is about 250 MPa.

    (b) As noted by the B set of dashed lines, the fatigue life for 200 MPa is about 106.3 = 2 106 cycles (i.e., the log of the lifetime is about 6.3).

    Answer:

  • Improving Fatigue Life

    Remove stress

    concentrators

    bad

    bad

    better

    better

    shot

    peening put

    surface into

    compression

    shot carburizing

    C-rich gas

    Polishing (removes machining flaws etc.)

    Impose compressive surface stresses (to suppress surface

    cracks from growing)

    --Shot Peening

    --Case Hardening

    Optimize geometry

    --Avoid internal corners, notches etc.

    34

  • Case Hardening Case hardening is a technique where both

    surface hardness and

    fatigue life are improved

    for steel alloys.

    Both core region and carburized outer case

    region are seen in image.

    Knoop microhardness

    shows case has higher

    hardness (smaller indent).

    A carbon or nitrogen rich outer surface layer (case)

    is introduced by atomic

    diffusion from the

    gaseous phase. The case

    is typically 1mm deep and

    is harder than the inner

    core material.

    35

  • Creep

    Creep testing

    Furnace

    Time-dependent and permanent deformation of materials subjected to a constant load at high

    temperature (> 0.4 Tm).

    Examples: turbine blades, steam generators.

    Creep testing:

    36

  • Stages of creep Sample deformation at a constant stress (s) vs. time

    Primary Creep: slope (creep rate)

    decreases with time.

    Secondary Creep: steady-state

    i.e., constant slope De/Dt).

    Tertiary Creep: slope (creep rate)

    increases with time, i.e. acceleration

    of rate.

    1. Instantaneous deformation, mainly elastic.

    2. Primary/transient creep. Slope of strain vs. time decreases with

    time: work-hardening

    3. Secondary/steady-state creep. Rate of straining constant: work-

    hardening and recovery.

    4. Tertiary. Rapidly accelerating strain rate up to failure: formation of

    internal cracks, voids, grain boundary separation, necking, etc. 37

  • Creep: stress and temperature effects

    With increasing stress or temperature:

    The instantaneous strain increases

    The steady-state creep rate increases

    The time to rupture decreases

    38

  • Summary

    Brittle fracture

    Charpy test

    Corrosion fatigue

    Creep

    Ductile fracture

    Ductile-to-brittle transition

    Fatigue

    Fatigue life

    Fatigue limit

    Fatigue strength

    Impact energy

    Intergranular fracture

    Izod test

    Stress raiser

    Thermal fatigue

    Transgranular fracture

    Make sure you understand language and concepts:

    39

  • Homework: 8.5, 8.10, 8.20 (deadline 3/11)

    ANNOUNCEMENTS

    Reading: chapter 9

    40