Ch3b Slip Line f

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    Analysis of large plastic deformation of

    elasto-plastic solids

    Friction involves large plastic deformation.

    There are different ways of solving thedeformation of elasto-plastic solids.

    are approximate solutions, can be very usefulin engineering.

    One of the methods used is the slip-line fieldmethod, which gives a physical feel for thedeformation process. It is an exact analysis fordeformation of rigid-perfectly plastic solids.

    Also upper- and lower-bound solutions, which

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    Classification of partial differential

    equations

    Three different types of pd equations:

    Elliptic (elastic deformation)

    Parabolic (heat transfer, mass transfer)

    Hyperbolic equations (wave propagation, plastic

    deformation

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    Classification of partial differential

    equations

    Consider the following second-order partialdifferential equation:

    a2z

    x 2+b 2z

    xy+c 2z

    y2=e

    Boundary conditions :

    z,z

    x

    z

    yare specified., and

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    Classification of partial differential

    equations

    Then the variation ofz

    xand

    z

    xmay be expressed as

    d(z

    x) =2z

    x2dx + 2z

    xydy

    d(z

    y) = 2z

    xydx+2z

    y2dy

    We have three equations and three unknowns,

    2z

    x2,

    2z

    xy

    2z

    y2

    ., and

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    Classification of partial differential

    equations

    Solving for

    2z

    x2

    ,

    2z

    x2= N

    D

    Depending on whether D equal to orgreater than 0,

    the pde represents different physical phenomena.

    b 2

    b 2

    b

    2

    =

    - 4ac < 0, elliptic equation.

    - 4ac > 0, hyperbolic equation.

    - 4ac 0, parabolic equation.

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    We want to get approximation solutions for

    large deformation of rigid-perfectly plastic

    solid in plane strain.

    We have to satisfy

    Equilibrium condition (F=ma)

    Geometric compatibility

    Stress-strain relationship (constitutive relationship)

    Yield condition

    Boundary conditions

    The Upper- and the Lower-Bound Solutions

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    Lower bound solutions are obtained if we

    satisfy

    Equilibrium condition

    Yield condition

    Boundary conditions on stress

    Consider the punch indentation problem. The

    lower-bound can be obtained as

    The Upper- and the Lower-Bound Solutions

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    The Lower-Bound Solutions

    Figure by MIT OCW.

    0 A

    2k 2k

    4k

    4k

    px2

    x1

    B

    2k 2k Rigid

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    The Upper-Bound Solutions

    The upper-bound-solutions are obtained by

    satisfying the following for an assumed

    displacement field:

    1. Incompressibility condition

    2. Geometric compatibility

    3. Velocity boundary conditions.

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    The Upper-Bound Solutions

    Figure by MIT OCW.

    a

    x2

    q = displacement

    of indentation

    p

    (all angles 45o)

    x1

    B C

    A

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    The lowerbound solutionp 4k

    The upperbound solution

    p 6k

    The Lower- and the Upper-Bound Solutions

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    The Slip-line Field Solutions

    The stresses can be represented in terms of two

    invariants, p and k,as

    III =2k

    Graph removed for copyright reasons.

    Tribophysics. Englewood

    The Tresca yield condition:

    See Figure 3.A1 - bottom in [Suh 1986]: Suh, N. P.Cliffs NJ: Prentice-Hall, 1986. ISBN: 0139309837.

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    The Slip-line Field Solution for Asperity

    Deformation

    Diagram removed for copyright reasons.

    Tribophysics. EnglewoodSee Figure 3.A1 - top in [Suh 1986]: Suh, N. P.Cliffs NJ: Prentice-Hall, 1986. ISBN: 0139309837.

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    The Slip-line Field Solution for Asperity

    Deformation

    Figure by MIT OCW. After Suh, N.P., and H.C. Sin. "The Genesis of Friction." Wear69 (1981): 91-114.

    0

    0.5

    1.0

    15

    15o

    20o

    =

    10o

    5o

    0o

    '

    30 45

    q

    q

    a

    m