Lect 6 Strain Hardening

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    Strain Hardening,

    Ductile/Brittle Fractures

    UAA School of Engineering

    CE 334 - Properties of Materials

    Lecture # 6

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    First Cycle: A structural

    element is loaded beyond theelastic range and experiences

    permanent set (1). Second Cycle: The structural

    element is loaded to fracture.Experienced strain=- 1<

    Strain History: The finalsketch shows the true strain

    history of the element.

    How does pre-loading affect theresults obtained from the

    second loading?

    Strain History

    00

    0

    11

    1

    0

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    What is Strain Hardening?

    Strain history in plastic range: The history ofprevious loading and unloadingbeyondthe yield stress.

    Apparently lose ductility. Hardening due to strain

    Distinguish withHardness: Hardness isa measure

    of a materials resistance to scratchingor indentation.

    How to select the

    unloading points

    in Lab2?

    -20

    -2

    16

    34

    52

    70

    Stress

    (ksi)

    0 0.05 0.1 0.15 0.2 0.25 0.3Strain (in/in)

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    More Strain Hardening

    Mechanical Hysteresis: is a loading and unloadingprocess beyond elastic range

    Energy dissipation:A loss of energy from the heatproduced by internal friction as strain energy is dissipatedduring unloading.

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    Effects of Strain Hardening

    Loss of Ductility.

    Decrease in Modulus of Toughness.

    Apparent increase in Yield Strength.

    Ultimate Tensile Strength is unaffected.

    Modulus of Elasticity is unaffected. Hardness increase ? ?

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    Strain Hardening in Metal

    Processing Hot-Working:

    milling, rolling: to its final shape

    Cold-Working:A process of strain hardeningat roomtemperature

    to deform the material beyond the elastic rangeto

    obtain a desired property. Examples of cold-working:rolling, drawing,

    extruding, cutting, pulling, indenting

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    Purpose of Cold-Working

    To make its final shape

    To alter its structure and properties:

    Increase yield strength

    Decrease ductility

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    Fracture

    BrittleFracture

    DuctileFracture

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    Parameters Affecting Fracture

    Load Rate

    Nature of Loading

    Triaxiality

    Cyclic

    Material

    Temperature

    Corrosion

    Fabrication Cracks

    Design Features

    Notches

    Holes

    Fillets

    Uneven surface

    Roughness

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    Fracture Mechanics

    A specialization within both Structural and

    Mechanical Engineering.

    The study of how structures fracture.

    Difficult in mechanics and mathematics.

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    Characteristics of BrittleFracture

    in Tension

    Underuniaxialtension

    loading, fracture occurs at

    90 degreeswith the axis of

    loading.

    There is no plastic

    deformation (i.e. there is

    no necking). The failure plane has a

    granular appearance.

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    Mechanics of BrittleMaterial

    Fracture in Tension

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    Mechanics of BrittleMaterial

    Fracture in Tension Thetensilecomponent of stress pulls the crystal

    apart:

    = [] Shear strengthof the material isrelatively

    higher.

    < [

    ] Fracture surfaceis orthogonal to the direction of

    maximum principle tensile stress.

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    What isBrittleFailure ?

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    Ductile Fracture

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    Characteristics of Ductile Fracture

    Failure:

    Failure begins when micro-cracking causing a

    fibrous surface to develop. This is followed by arapid fracture orientedat 45owith the axis of

    loading.

    Necking in roundspecimens:Asneckingoccurs, atri-axial

    state of stress develops in the

    region of necking. This is most

    popular inroundspecimens.

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    Mechanics of DuctileMaterial

    Fracture in Tension

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    Mechanics of DuctileMaterial

    Fracture in Tension The SHEARcomponent of stress shears the

    crystal apart:

    = [] < [] Ok Shearstrength of the material isrelatively

    lower.

    Fracture surface is45otothe direction of

    maximum principle tensile stress.

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    What isDuctileFracture ?

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    Time

    GroundD

    isp. F

    Behavior Under Seismic Excitation

    (Inelastic Response)

    F

    G

    Loading

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    TimeGround

    Disp.

    F

    F

    G

    Behavior Under Seismic Excitation

    (Inelastic Response)

    Unloading

    Deformation

    Reversal

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    TimeGroundDisp.

    F

    F

    G

    Behavior Under Seismic Excitation

    (Inelastic Response)

    Reloading

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    Stress or Force or Moment

    u

    y

    y

    u

    d

    d

    Definition of Ductility,

    Strain

    or Displacement

    or Rotation

    Hysteresis

    Curve

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    Stress or Force or Moment

    Definition of Energy Dissipation,

    Strain

    or Displacement

    or Rotation

    Area = = Energy DissipatedUnits = Force x Displacement

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    Basic Earthquake Engineering

    Performance Objective

    (Theoretical)

    SupplyDemand

    SuppliedDemand QQ

    An adequate design is accomplished when a structure

    is dimensioned and detailed in such a way that the

    local ductility demands(energy dissipation demands)

    are smaller than their corresponding capacities.

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    Lab this week is the strain hardening

    lab.... Read it in advance. Remember that the 1st lab write up is

    due at the start of the lab class.

    Bibliography Durrant, Olani and Holiday, Brent, An Introduction to the

    Properties of Materials, Brigham Young University, 1980.

    Shackelford, James F., Introduction to Material Science for

    Engineers, Macmillan Publishing Co., New York, 1985.

    The End!