12554 Ch7-Mechanical Properties

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    1

    Chapter 11

    MECHANICAL

    PROPERTIES

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    Important Mechanical Properties

    from a Tensile Test

    Young's Modulus: This is the slope of the linearportion of the stress-strain curve, it is usuallyspecific to each material; a constant, known value.

    Yield Strength: This is the value of stress at the

    yield point, calculated by plotting young's modulusat a specified percent of offset (usually offset =0.2%).

    Ultimate Tensile Strength: This is the highest

    value of stress on the stress-strain curve. Percent Elongation: This is the change in gauge

    length divided by the original gauge length.

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    Terminology

    Load - The force applied to a material duringtesting.

    Strain gage or Extensometer- A device used for

    measuring change in length (strain).

    Engineering stress - The applied load, or force,

    divided by the original cross-sectional area of the

    material.

    Engineering strain - The amount that a material

    deforms per unit length in a tensile test.

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    F

    bonds

    stretch

    return to

    initial

    1. Initial 2. Small load 3. Unload

    Elastic means reversible.

    Elastic Deformation

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    1. Initial 2. Small load 3. Unload

    Plastic means permanent.

    F

    linear

    elasticlinear

    elastic

    plastic

    Plastic Deformation (Metals)

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    Typical stress-strain

    behavior for a metal

    showing elastic andplastic deformations,

    the proportional limit P

    and the yield strengthy, as determined

    using the 0.002 strain

    offset method(where there

    is noticeable plastic deformation).

    P is the gradual elastic

    to plastic transition.

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    Plastic Deformation (permanent)

    From an atomic perspective, plasticdeformation corresponds to the breaking of

    bonds with original atom neighbors and

    then reforming bonds with new neighbors. After removal of the stress, the large

    number of atoms that have relocated, do

    not return to original position. Yield strength is a measure ofresistance

    to plastic deformation.

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    (c)2003 Brooks/Co le, a division of Thomson Learning, Inc. Thomson Learning is a trademark used herein under license.

    Localized deformation of a ductile material during a

    tensile test produces a necked region.

    The image shows necked region in a fractured sample

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    Permanent Deformation

    Permanent deformation for metals isaccomplished by means of a process called

    slip, which involves the motion of

    dislocations.

    Most structures are designed to ensure that

    only elastic deformation results when stress

    is applied.

    A structure that has plastically deformed, or

    experienced a permanent change in shape,

    may not be capable of functioning as

    intended.

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    tensile stress,

    engineering strain,

    y

    p = 0.002

    Yield Strength, y

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    Stress-Strain Diagram

    Strain ( ) (DL/Lo)4

    1

    2

    3

    5

    Elastic

    Region

    Plastic

    Region

    Strain

    Hardening Fracture

    ultimatetensile

    strength

    Elastic region

    slope =Youngs (elastic) modulus

    yield strength

    Plastic regionultimate tensile strength

    strain hardening

    fracture

    necking

    yieldstrength

    UTS

    y

    E

    E

    12

    y

    E

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    Stress-Strain Diagram (cont)

    Elastic Region (Point 12)

    - The material will return to its original shape

    after the material is unloaded( like a rubber band).

    - The stress is linearly proportional to the strain in

    this region.

    E : Stress(psi)

    E : Elastic modulus(Youngs Modulus) (psi)

    : Strain (in/in)

    - Point 2 : Yield Strength : a point where permanent

    deformation occurs. ( If it is passed, the material will

    no longer return to its original length.)

    E or

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    Strain Hardening

    - If the material is loaded again from Point 4, the

    curve will follow back to Point 3 with the same

    Elastic Modulus (slope).- The material now has a higher yield strength of

    Point 4.

    - Raising the yield strength by permanently strainingthe material is called Strain Hardening.

    Stress-Strain Diagram (cont)

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    Tensile Strength (Point 3)- The largest value of stress on the diagram is called

    Tensile Strength(TS) or Ultimate Tensile Strength

    (UTS)

    - It is the maximum stress which the material can

    support without breaking.

    Fracture (Point 5)

    - If the material is stretched beyond Point 3, the stressdecreases as necking and non-uniform deformation

    occur.

    - Fracture will finally occur at Point 5.

    Stress-Strain Diagram (cont)

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    (c)2003 Brooks/Co le, a division of Thomson Learning, Inc. Thomson Learning is a trademark used herein under license.

    The stress-strain curve for an aluminum alloy.

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    After yielding, the stress necessary to

    continue plastic deformation in metals

    increases to a maximum point (M) andthen decreases to the eventual fracture

    point (F).

    All deformation up to the maximum

    stress is uniform throughout the tensile

    sample. However, at max stress, a small

    constriction or neck begins to form.

    Subsequent deformation will be

    confined to this neck area.

    Fracture strength corresponds to thestress at fracture.

    Region between M and F:

    Metals: occurs when noticeable necking starts.

    Ceramics: occurs when crack propagation starts.

    Polymers: occurs when polymer backbones are aligned and about to break.

    Tensile Strength, TS

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    Tensile stress, : Shearstress, t:

    Ft

    Aooriginal area

    before loading

    Stress has units: N/m2 or lb/in2

    Engineering Stress

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    Another ductility measure: 100% xAAAARo

    fo

    Ductility may be expressed as eitherpercent elongation (%

    plastic strain at fracture) orpercent reduction in area.

    %AR > %EL is possible if internal voids form in neck.

    100% xl

    ll

    ELo

    of

    Ductility, %EL

    Ductility is a measure of the

    plastic deformation that hasbeen sustained at fracture:

    A material that

    suffers very

    little plastic

    deformation is

    brittle.

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    Toughness

    Lower toughness: ceramics

    Higher toughness: metals

    Toughness is

    the ability to

    absorb

    energy up tofracture (energyper unit volume of

    material).

    A toughmaterial has

    strength and

    ductility.

    Approximated

    by the area

    under the

    stress-strain

    curve.

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    Energy to break a unit volume of material

    Approximate by the area under the stress-strain

    curve.

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    smaller toughness-

    unreinforced

    polymers

    Engineering tensile strain,

    Engineering

    tensile

    stress,

    smaller toughness (ceramics)

    larg er toughness(metals, PMCs)

    Toughness

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    Linear Elastic Properties

    Modulus of Elasticity, E:

    (Young's modulus)

    Hooke's Law:

    = E

    Poisson's ratio:metals: n ~ 0.33

    ceramics:n

    ~0.25polymers: n~0.40

    Units:

    E: [GPa] or [psi]

    n: dimensionless

    n x/y

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    Engineering Strain

    Strain is dimensionless.

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

    Elastic behavior: This reversible behavior often

    shows a linear relation between stress and strain.

    To minimize deformation, select a material with a

    large elastic modulus (E or G). Plastic behavior: This permanent deformation

    behavior occurs when the tensile (or compressive)

    uniaxial stress reaches y.

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

    Ductility: The plastic strain at failure.

    Summary