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    1

    MAE 5130: VISCOUS FLOWS

    Lecture 3: Kinematic Properties

    August 24, 2010

    Mechanical and Aerospace Engineering Department

    Florida Institute of Technology

    D. R. Kirk

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    CHAPTER 1: CRITICAL READING

    1-2 (all)

    Know how to derive Eq. (1-3)

    1-3 (1-3.11-3.6, 1-3.8, 1-3.121-3.17) Understanding between Lagrangianand Eulerianviewpoints

    Detailed understanding of Figure 1-14

    Eq. (1-12) use of tan-1vs. sin-1

    Familiarity with tensors

    1-4 (all) Fluid boundary conditions: physical and mathematical understanding

    Comments

    Note error in Figure 1-14

    Problem 1-8 should read, Using Eq. (1-3) for inviscid flow past a cylinder

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    3

    KINEMATIC PROPERTIES: TWO VIEWS OF MOTION

    1. Lagrangian Description

    Follow individual particle trajectories

    Choice in solid mechanics Control mass analyses

    Mass, momentum, and energy usually formulated for particles or systems of fixed

    identity (ex., F=d/dt(mV) is Lagrandian in nature)

    2. Eulerian Description Study field as a function of position and time; not follow any specific particle paths

    Usually choice in fluid mechanics

    Control volume analyses

    Eulerian velocity vector field:

    Knowing scalars u, v, w as f(x,y,z,t) is a solution

    ktzyxwjtzyxvitzyxutzyxVtrV ,,,,,,,,,,,,,

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    KINEMATIC PROPERTIES

    Let Q represent any property of thefluid (r, T, p, etc.)

    Total differential change in Q

    Spatial increments

    Time derivative of Q of a particularelemental particle

    Substantial derivative, particle

    derivative or material derivative

    Particle acceleration vector

    9 spatial derivatives

    3 local (temporal) derivates

    VVt

    V

    Dt

    VD

    QVt

    Q

    Dt

    DQ

    z

    Qw

    y

    Qv

    x

    Qu

    t

    Q

    dt

    dQ

    wdtdz

    vdtdy

    udtdx

    dtt

    Qdz

    z

    Qdy

    y

    Qdx

    x

    QdQ

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    4 TYPES OF MOTION

    In fluid mechanics we are interested in general motion, deformation, and rate of

    deformation of particles

    Fluid element can undergo 4 types of motion or deformation:1. Translation

    2. Rotation

    3. Shear strain

    4. Extensional strain or dilatation

    We will show that all kinematic properties of fluid flow

    Acceleration

    Translation

    Angular velocity

    Rate of dilatation

    Shear strain

    are directly related to fluid velocity vector V= (u, v, w)

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    1. TRANSLATION

    dx

    dy

    A

    B C

    D

    y

    x

    +

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    1. TRANSLATION

    dx

    dy

    A

    B C

    D

    A

    B C

    D

    udt

    vdt

    y

    x

    +

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    2. ROTATION

    dx

    dy

    A

    B C

    D

    y

    x

    +

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    2. ROTATION

    Angular rotation of element about z-axis is defined as the average

    counterclockwise rotationof the two sides BC and BA

    Or the rotation of the diagonal DB to BD

    dx

    dy

    A

    B C

    DA

    B

    C

    D

    y

    x

    +

    da

    db

    ba ddd

    z

    2

    1

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    2. ROTATION

    dydty

    u

    y

    u

    x

    v

    dt

    d

    dtx

    v

    dx

    dxdtx

    v

    d

    dty

    u

    dy

    dydty

    u

    d

    ddd

    z

    z

    2

    1

    tan

    tan

    2

    1

    1

    1

    a

    b

    ba

    A

    B

    C

    D

    da

    db

    y

    x

    +

    dxdtx

    v

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    3. SHEAR STRAIN

    dx

    dy

    A

    B C

    D

    y

    x

    +

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    3. SHEAR STRAIN

    dx

    dy

    A

    B C

    D

    y

    x

    +

    db

    da

    Defined as the average decrease of the angle between two lines which are

    initially perpendicular in the unstrained state(AB and BC)

    dt

    d

    dt

    d

    dd

    xy

    ba

    ba

    2

    1

    2

    1Shear-strain increment

    Shear-strain rate

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    COMMENTS: STRAIN VS. STRAIN RATE

    Strain is non-dimensional

    Example: Change in length DL divided by initial length, L: DL/L

    In solid mechanics this is often given the symbol , non-dimensional Recall Hookes Law: s = E

    Modulus of elasticity

    In fluid mechanics, we are interested in rates

    Example: Change in length DL divided by initial length, L, per unit time:

    DL/Lt gives units of [1/s]

    In fluid mechanics we will use the symbol for strain rate, [1/s]

    Strain rates will be written as velocity derivates

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    4. EXTENSIONAL STRAIN (DILATATION)

    dx

    dy

    A

    B C

    D

    y

    x+

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    4. EXTENSIONAL STRAIN (DILATATION)

    dx

    dy

    A

    B C

    D

    A

    B C

    D

    Extensional strain in x-direction is defined as the fractional increase in length of the

    horizontal side of the element

    y

    x

    +

    dtx

    u

    dx

    dxdxdtx

    udx

    dtxx

    dxdtx

    udx

    Extensional strain in x-direction

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    FIGURE 1-14: DISTORTION OF A MOVING FLUID ELEMENT

    dxdtxv

    Note:Mistakeintext

    bookFigure1-14

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    COMMENTS ON ANGULAR ROTATION

    Recall: angular rotation of element about z-axis is

    defined as average counterclockwise rotation of

    two sides BC and BA BC has rotated CCW da

    BA has rotated CW (-db)

    Overall CCW rotation since da> db

    daand dbboth related to velocity derivates

    through calculus limits

    Rates of angular rotation (angular velocity)

    3 components of angular velocity vector d

    dt

    Very closely related to vorticity

    Recall: the vorticity, w, is equal to twice the local

    angular velocity, d/dt (see example in Lecture 2)

    dt

    d

    x

    w

    z

    ud

    z

    v

    y

    wd

    y

    u

    x

    vd

    dt

    y

    u

    dydtyvdx

    dydty

    u

    d

    dtx

    v

    dxdtx

    udx

    dxdtx

    v

    d

    ddd

    y

    x

    z

    dt

    dt

    z

    2

    2

    1

    2

    1

    2

    1

    tanlim

    tanlim

    2

    1

    1

    0

    1

    0

    w

    b

    a

    ba

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    COMMENTS ON SHEAR STRAIN

    Recall: defined as the average decrease of

    the angle between two lines which are

    initially perpendicular in the unstrainedstate (AB and BC)

    Shear-strain rates

    Shear-strain rates are symmetric

    jiij

    zx

    yz

    xy

    dx

    dw

    dz

    du

    dz

    dv

    dy

    dwdy

    du

    dx

    dv

    dt

    d

    dt

    d

    dd

    ba

    ba

    2

    1

    2

    12

    1

    2

    1

    2

    1

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    COMMENTS ON EXTENSIONAL STRAIN RATES

    Recall: the extensional strain in the x-

    direction is defined as the fractional increase

    in length of the horizontal side of the element

    Extensional strains

    z

    w

    y

    v

    x

    u

    dtxu

    dx

    dxdxdtx

    udx

    dt

    zz

    yy

    xx

    xx

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    STRAIN RATE TENSOR

    Taken together, shear and extensional

    strain rates constitute a symmetric 2nd

    order tensor

    Tensor components vary with change of

    axes x, y, z

    Follows transformation laws ofsymmetric tensors

    For all symmetric tensors there exists

    one and only one set of axes for which

    the off-diagonal terms (the shear-strainrates) vanish

    These are called the principal axes

    3

    2

    1

    0000

    00

    zzzyzx

    yzyyyx

    xzxyxx

    ij

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    USEFUL SHORT-HAND NOTATION

    Short-hand notation

    i and j are any two coordinate directions

    Vector can be split into two parts

    Symmetric

    Antisymmetric

    Each velocity derivative can be resolved

    into a strain rate ()plus an angularvelocity (d/dt)

    dt

    d

    x

    u

    uuuuu

    x

    uu

    ij

    ij

    j

    i

    ijjiijjiji

    j

    iji

    ,,,,,

    ,

    2

    1

    2

    1

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    DEVELOPMENT OF N/S EQUATIONS: ACCELERATION

    surface

    body

    externalsurfacebody

    externalsurfacebody

    fg

    Dt

    VD

    gf

    fff

    Dt

    VD

    Dt

    VDa

    ffffV

    Fa

    Fam

    rr

    r

    r

    r

    Momentum equation, Newton

    Concerned with:

    Body forces

    Gravity

    Electromagnetic potential

    Surface forces

    Friction (shear, drag)

    Pressure External forces

    Eulerian description of acceleration

    Substitution in to momentum

    Recall that body forces apply to entire mass of fluid

    element

    Now ready to develop detailed expressions for surface

    forces (and how they related to strain, which are

    related to velocity derivatives)

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    SUMMARY

    All kinematic properties of fluid flow

    Acceleration: DV/Dt

    Translation: udt, vdt, wdt Angular velocity: d/dt

    dx/dt, dy/dt, dz/dt

    Also related to vorticity

    Shear-strain rate: xy

    =yx

    , xz

    =zx

    , yz

    =zy

    Rate of dilatation: xx, yy, zz

    are directly related to the fluid velocity vector V= (u, v, w)

    Translation and angular velocity do not distort the fluid element

    Strains (shear and dilation) distort the fluid element and cause viscous stresses