Mechanical Properties Polymer_141013

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    Mechanical Properties ofMechanical Properties of

    PolymersPolymers

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    Deformation of Materialsplastic rubber

    Lo

    L

    L

    Effective spring constant of the material: LFk = /Material dependent property (modulus):

    0/

    /

    LL

    AFM

    =

    Youngs modulus (E) specifies resistance of the material to elongations at smalldeformations.

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    Dependence of the Modulus vs

    Temperature

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    Dependence of the Modulus vsTime

    Schematic modulus-time curve for a polymer at constant temperature

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    Specific-volume vs Temperature

    Specific-volume data for poly(vinyl acetate) used to determine

    glass transition temperature Tg.

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    Phenomenological TreatmentPhenomenological Treatmentofof ViscoelasticityViscoelasticity

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    Elastic ModulusStress force per unit area

    YZ

    F

    A

    FE ==

    Units: dynes/cm2 (dynes per square centimeter), or N/m2 (Newton per square meter)

    FF

    Y

    ZX X

    Tensile strain resulted form applicationof uniaxial stress

    XX=

    Tensile modulus and the tensile compliance:

    DE E

    1==

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    Elastic Modulus

    F

    FY

    Z

    X

    XXShear deformation

    Shear stress:

    ZX

    F=

    Shear strain:

    tan=

    = YX

    Shear modulus G and shear complianceJare defined as

    JG

    1==

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    Deformation at Constant Volume

    Initial state

    Deformed stateF F

    Material stress ij is a stress produced by the deformed material.

    x

    xxx

    AF=

    Fx x

    y

    zAx

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    Deformation at Constant VolumeForce balance at the boundary

    xxAxpAx

    xxAx

    pxxxx +=

    or rearranging

    pxxxx =

    pAy

    yyAypyy =

    yyxxxx =

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    Deformation at Constant VolumeHooks law

    ijij G =

    where ij is a deformation tensor

    The definition of the deformation should be consistent with

    the shear experiment

    i

    j

    j

    iij

    xu

    xu

    +

    =

    where x1

    =x, x2

    =y and x3

    =z

    2=

    +

    =

    x

    u

    x

    u xxxx

    Tensile experiment

    =

    =

    +

    =

    y

    u

    y

    u

    y

    u yyyyy 2

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    Deformation at Constant Volume

    Relation between Shear and Youngs modulus

    ( ) GGG yyxxyyxxxx 3)(2 ====

    xxE

    E ==

    GE 3=

    Using the definition of the Youngs modulus

    Sample does not change volume!!!

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    Poissons Ratio1

    1

    1

    1+ 1-

    1-

    Volume change upon deformation

    )21(1)1)(1( 2 +=VNo volume change when the Poissons ratio =1/2

    General relation between Shear and Youngs modulus

    )1(2 +

    =E

    G

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    Elastic Properties of Polymers as Compared to Other

    Materials (T=300K)

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    Understanding the mechanical

    response on the molecular levelThe elastic properties of solids (glasses) is a result of the

    Intermolecular forces between the atoms.

    a

    Deformed sample

    x

    The force acting between atoms at small

    deformations is equal to

    )( axkF =The area per atom is equal to a2 and thetensile stress is written as

    Ea

    ax

    a

    k

    a

    axk

    =

    =

    =)()(

    2

    E=k/aYoungs Modulus

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    Understanding the mechanical

    response on the molecular level

    The constant k is obtained by expanding intermolecular potential

    around the equilibrium separation a

    2

    )(...

    )()(

    2

    1)()(

    2

    2

    22 axkconst

    dx

    xdUaxaUxU

    ax

    +=++=

    =

    Thus, we find

    axdx

    xdUk

    =

    =2

    2)(

    For a potential U(x)=f(x/a) which has a minimum value atx=a

    )1()( ''

    2

    int

    2

    2

    fadx

    xdUk

    ax

    ==

    =

    )1(''3

    int fa

    E

    =

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    Molecular Rearrangements

    Liquid t~ 10-10 sec

    Solids t>>100 sec

    Polymer

    chaint~100 sec

    t~ 10-9 sec

    T>>Tg

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    Linear Viscoelasticity

    v

    The Newtonian liquid obeys the equation

    dt

    d

    dt

    d

    ==

    where is the viscosity of liquid

    Viscose Response of a Liquid

    Linear viscoelasticity = elastic + viscosev

    v

    e

    e

    v

    e

    e

    dt

    dG

    +=

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    Readings:

    Ch. 1,2 p.p.1-33, M. T. Swah, W. J. MacKnight, Introduction toPolymer Viscoelasticity.

    Ch. 6. p.p. 162-174 D. I. Bower, An Introduction to Polymer Physics

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    Creep response of material to a constant stress, .

    Strain

    Time

    Solid

    /Geq

    Liquid.

    Jeq

    In these experiments the strain is monitored

    as function of time, (t).

    The creep complianceJ(t) is defined as

    the ratio of the time dependent strain (t)

    and the applied stress

    )()(

    ttJ

    Stress-relaxation - response of materials to a constant strain, .

    Stres

    s

    Time

    Solid Geq

    Liquid

    In these experiments the stress is monitored

    as function of time, (t).

    The stress relaxation modulus G(t) is definedas the ratio of the time dependent stress (t)

    and the applied strain

    )(

    )(

    t

    tG

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    Mechanical Models

    of Viscoelastic Materials

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    The Maxwell ModelThis model consists of a spring and dashpot in series

    s, s, G

    d, d, For elements connected in series

    For springss

    G =

    For the dashpotdt

    d dd

    =

    ds == and ds +=

    +=

    dt

    d

    Gdt

    d 1

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    The Maxwell Model

    Creep experiment: deformation at constant stress d/dt=0

    =+= dtdGdtd 1

    t

    GtJ

    ttt +==+=

    1)(

    )()(

    0

    00

    Solving the equation with initial conditions at time t=0

    This illustrates that the compliance of the Maxwell model increases

    without limit, a behavior characteristic for viscoelastic fluids.

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    The Maxwell Model

    Creep experiment:

    (t)

    (t)

    0

    0

    Time

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    The Maxwell ModelStress relaxation experiment: deformation at constant strain d/dt=0

    =+= dt

    d

    Gdt

    d

    Gdt

    d 11

    Solving the equation

    G

    dtdt

    Gd=== where,

    ==

    t

    tdt

    t exp)(ln))(ln( 00

    The stress decays to zero at infinite time!!!

    =

    ==

    tG

    tttG expexp

    )()(

    0

    0

    0

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    The Maxwell ModelThe response of the Maxwell model in a stress relaxation

    experiments corresponds to an elastic solid at t.

    >>

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    The Maxwell ModelStress-relaxation experiment:

    (t)

    (t)

    0

    G0

    Time

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    The Voigt ModelThis model consists of a spring and dashpot in parallel

    s, s, G

    d, d,

    For elements connected in parallels

    For springss G =

    For the dashpotdt

    d dd

    =

    ds += and ds ==

    dt

    dG

    +=

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    The Voigt ModelCreep experiment: deformation at constant stress =0

    dt

    dG

    +=0

    0 Solution of this equation is

    Gwhere,exp1)( 0 =

    =t

    Gt is retardation time

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    The Voigt ModelCreep experiment:

    (t)

    (t)

    0/G

    0

    Time

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    The Voigt ModelStress relaxation experiment: deformation at constant strain d/dt=0

    dtdG +=

    G=

    This model can not describe stress relaxation !!!!

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    More Complicated Models

    Generalized Maxwell Model Voigt-Kelvin Model

    ..

    {Gi, i}

    {Gi, i}

    These models describe systems with

    multiple relaxation times.

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    Generalized Maxwell Can

    Describe Relaxation Process in Real Polymers

    Th B lt S iti

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    The Boltzmann Superposition

    PrincipleThe strain from any combination of small step stresses is the linear

    combination of the strains resulting from each individual step

    i

    applied at time ti

    (t)

    (t)

    1

    2

    2J(t-t2)t1 t2

    1J(t-t1)

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    The Boltzmann Superposition

    Principle

    For the multi-step loading program:

    ..)()()()( 332211 +++= ttJttJttJt

    For continuously changing stress:

    s

    s

    s

    t

    ss

    t

    s dtdt

    tdttJtdttJt )()()()()(

    ==

    For the strain experiments

    ss

    s

    t

    ss

    t

    s

    dtdt

    tdttGtdttGt

    )()()()()(

    ==

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    Creep and Recovery

    (t)

    (t)

    0

    t1 t2

    r

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    Dynamic Measurements

    Elastic solid:

    A sinusoidal strain with angular frequency

    ( )tt sin)( 0=

    )sin()()( 0 tGtGt ==

    The stress is perfectly in phase with the strain for Hookean solid.

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    Dynamic Measurements

    Newtonian liquid:

    )2sin()cos(

    )(

    )( 00

    +=== ttdttd

    t

    The stress is out of phase with the strain for Newtonian liquid.

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    Dynamic MeasurementsIn general, the linear response of the viscoelastic materials always

    has stress oscillate at the same frequency as the applied strain, but

    the stress leads strain by aphase angle

    )sin()( 0 += tt

    The stress can be separated into two orthogonal functions that

    oscillate with the same frequency, one in phase with the strain and

    the other out-of-phase with the strain by /2

    )cos()()sin()()( "'0 tGtGt +=

    G() is the storage modulus G() is the loss modulusExamples:

    Elastic solids: G() =G and G()=0

    Newtonian liquids: G() =0 and G()=

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    Dynamic MeasurementsWe can rewrite storage and loss modulus in terms of phase angle

    )sin()cos()sin()cos()sin( ttt +=+

    )cos()(0

    0'

    =G

    Using

    and

    [ ])sin()cos()sin()cos()sin()( 00 tttt +=+=

    One obtains

    )sin()(0

    0"

    =G

    )(

    )(

    )tan( '

    "

    G

    G

    =

    )cos()()sin()()( "'0 tGtGt +=

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    Application to the Maxwell Model

    +=

    dt

    d

    Gdt

    d 1

    )sin()( 0 += tt( )tt sin)( 0=For the time dependent strain and stress

    Substitution to the Maxwell model

    results in

    )sin()cos(

    1)cos( 000

    +++=

    tt

    Gt

    Collecting terms at cos(t) and sin (t) one has

    )sin()cos(

    1 000 +=

    G

    )cos()sin(

    10 00 +=

    G

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    Application to the Maxwell Model

    )()(

    "' GG

    G+=

    )()(0

    '" GG

    G+=

    Rewriting the last equations in terms of loss and storage modulus

    Solving this system of equations for G and G one arrives at

    22

    22'

    1)(

    += GG

    22

    "

    1

    )(

    +

    = GG

    1

    )(

    )()(tan

    '

    "

    ==G

    G

    G

    G

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    Readings:

    Ch. 3 p.p.51-66, M. T. Swah, W. J. MacKnight, Introduction toPolymer Viscoelasticity.

    Ch. 7. p.p. 187-204 D. I. Bower, An Introduction to Polymer Physics