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Mechanical Properties of Polymers 25.11.2014

Transcript of gtu.edu.tr - Mechanical Properties of Polymers...Mechanical Tests Polymer components, like other...

  • Mechanical Properties of Polymers

    25.11.2014

  • Mechanical Tests

    Polymer components, like other materials, may fail to perform their intended

    functions in specific applications as a result of;

    1.Excessive elastic deformation

    Particularly in structural, load-bearing applications, due to inadequate rigidity or stiffness.

    For such failure, the controlling material mechanical property is the elastic modulus.

    2.Yielding or excessive plastic deformation Failure of polymers in certain applications to carry design loads or occasional accidental

    overloads may be due to excessive plastic deformation resulting from the inadequate

    strength properties of the polymer. For the quantification of such failures, the mechanical

    property of primary interest is the yield strength and the corresponding strain.

    3.Fracture Cracks constitute regions of material discontinuity and frequently precipitate failure

    through fracture. Fracture may occur in a sudden, brittle manner or through fatigue

    (progressive fracture).

  • Strain-Stress Experiments

    Polymers exhibit a wide variation of

    behavior in stress–strain

    tests, ranging from hard and brittle to

    ductile, including yield and cold drawing.

    The utility of stress–strain

    tests for design with polymeric materials

    can be greatly enhanced if tests are

    carried out over a wide range of

    temperatures and strain rates.

  • Creep Experiments

    In creep tests, a specimen is subjected to a constant load, and the

    strain is measured as a function of time.

    Creep tests are made mostly in tension, but creep experiments can also be

    done in shear, torsion, flexure, or compression.

    0

    )t(J(t)

    Compliance (J) is a time-dependent

    reciprocal of modulus.

    It is the ratio of the time-dependent

    strain to the applied constant stress

  • Stress Relaxation Experiments

    In stress relaxation experiments, the specimen is rapidly (ideally,

    instantaneously) extended a given amount, and the stress required to

    maintain this constant strain is measured as a function of time. The stress

    that is required to maintain the strain constant decays with time.

    Relaxation modulus (E(t,T)) is a function of

    both time and temperature.

  • Impact Experiments

    The most popular of these tests methods are the Izod and Charpy impact strength tests

    Schematic representation of impact test.

    Impact tests provide useful information in the selection of a polymer for a specific

    application, such as determining the suitability of a given plastic as a substitute for glass

    bottles or a replacement for window glass.

  • Stress-Strain Behaviour of Polymers

    constant elongation rate

    Engineering stress ();

    0A

    F where F=applied load

    A0=the original cross sectional area

    Engineering strain ();

    L

    L

    L

    LL

    0

    0

    However,engineering stress–strain curves generally depend on the shape of the specimen. A more accurate

    measure of intrinsic material performance is plots of true stress vs. true strain. True stress σt is defined as the

    ratio of the measured force (F) to the instantaneous cross-sectional area (A) at a given elongation, that is,

    A

    Ft

    True strain is the sum of all the instantaneous length changes, dL, divided by the instantaneous length L.

    )1ln()L

    LLln(

    L

    Lln

    L

    dL

    0

    0

    0

    L

    Lt

    o

    )1(t

    For small deformations, true stress and engineering stress are essentially equal. However, for large deformations

    the use of true strain is preferred because they are generally additive while engineering strain is not.

    L L0

  • Elastic Stress-Strain Relations

    (Hooke`s law)

    Elastic Modulus

    h

    x

    For small strains, this is simply the tangent

    of the angle of deformation.In pure shear,

    Hooke`s law is expressed as;

    G

    Shear stress

    Shear modulus

    Shear strain

    L L0

  • z

    x

    z

    y

    Poisson`s ratio

    (1)

    Metal Possion ratio Polymer Possion Ratio

    Al 0,25 PS 0,33

    Cu 0,31-0,34 Natural rubber 0,49

    Steel 0,27-0,30 Nylon 6,6

    LDPE

    PMMA

    0,4

    0,4

    0,33

    Possion ratios of some metals and polymers

  • Adapted from Fig. 15.2,

    Callister & Rethwisch.

    For plastic polymers, the yield point is taken as a maximum on the curve, which occurs just beyond

    the termination of the linear-elastic region. The stress at this maximum is the yield strength (y).

    Ultimate tensile strength or tensile strength (TS) corresponds to the stress at which fracture occurs

    TS may be greater than or less than y.

    The strains associated with the yield point or the fracture point are referred to as the elongation at

    yield and elongation at break, respectively.

  • Drawing stress

    Yield stress

    Elongation at yield

    Elongation at break

    Tensile strength

    Elastic deformation

    Stress

    ( )

    Strain ()

    Schematic tensile stress–strain curve for a semicrystalline polymer.

    (Above Tg)

  • B C

    D E

    A

  • Compression versus Tensile Tests-1

    The stress–strain curves for the amorphous polymers are characteristic of the

    yield behavior of polymers.

    Amorphous polymers

  • Compression versus Tensile Tests-2

    Crystalline polymers

    There are no clearly defined yield points for the crystalline polymers.

  • Compression versus Tensile Tests-2

    Brittle polymer

    In tension, polystyrene exhibited brittle failure, whereas in compression it

    behaved as a ductile polymer.

    Strength and yield stress are generally higher in compression than in tension.

  • Effect of Molecular Weight a schematic modulus–temperature curve for a linear amorphous polymer like atactic polystyrene.

    Hard-glassy region

    Transition from glassy to

    rubbery region

    Rubbery to melt flow transition

    Rubbery region

    If the Tg is above room temperature, the material will be a rigid polymer at room

    temperature.

    If, however, the Tg occurs below room temperature, the material will be rubbery and

    might even be a viscous liquid at room temperature.

  • Effect of Cross-linking

    G

    RTMc

    Average molecular weight between cross-links

    density Shear modulus

    Mc is a measure of the crosslink density; the smaller

    the value of Mc, the higher the cross-link density.

    In the glassy region, the increase in modulus due to cross-linking is relatively small.

    The principal effect of cross-linking is the increase in modulus in the rubbery region and the

    disappearance of the flow regions.

    The crosslinked elastomer exhibits rubberlike elasticity even at high temperature.

    Cross-linking also raises the glass transition temperature at high values of crosslink

    density.

    The glass-to-rubber transition is also considerably broadened.

  • Effect of Crystallinity

    Crystallinity has only a small effect on modulus below the Tg but has a pronounced

    effect above the Tg.

    There is a drop in modulus at the Tg, the intensity of which decreases with increasing

    degree of crystallinity. This is followed by a much sharper drop at the melting point.

    Crystallinity has no significant effect on the location of the Tg, but the melting

    temperature generally increases with increasing degree of crystallinity.

  • Effect of Copolymerization-1

    Random and alternating copolymers

    The copolymerization shifts the modulus-temperature curve as the same way as Tg

    There is a broadening of the transition due to the polymer heterogeneity.

  • Effect of Copolymerization-2 Block and graft copolymers

    The glass transition of the butadiene phase near –80°C and that for the styrene phase near

    110°C are clearly evident.

    Between the Tg of butadiene and the Tg of styrene, the value of the modulus is determined by

    the amount of polystyrene; the rubbery butadiene phase is cross-linked physically by the hard and

    glassy polystyrene phase.

    Styrene–butadiene–styrene block copolymers have high tensile strength, butadiene–styrene–

    butadiene copolymers have a very low tensile strength, showing that strength properties are

    dictated by the dispersed phase.

  • Effect of Plasticizers

    Plasticizers are low-molecular-weight, usually high boiling liquids that are capable of enhancing the

    flow characteristics of polymers by lowering their glass transition temperatures.

    Modulus, yield, and tensile strengths generally decrease with the addition of plasticizers to a polymer.

    In general, on plasticization a polymer solid undergoes a change from hard and brittle to hard and tough to

    soft and tough.

    Plasticization and alternating or random copolymerization have similar effects on

    modulus.

  • Effect of Temperature

    • Decreasing T...

    -- increases E

    -- increases TS

    -- decreases %EL

    .

  • Effect of Strain Rate

    Polymers are very sensitive to the rate of testing. As the strain rate increases, polymers in general sho

    a decrease in ductility while the modulus and the yield or tensile strength increase.

    The sensitivity of polymers to strain rate depends on the type of polymer: for britte polymers the effect is

    relatively small, whereas for rigid, ductile polymers and elastomers, the effect can be quite substantial if

    the strain rate covers several decades.