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  • 8/8/2019 Sm Lecture 22

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  • 8/8/2019 Sm Lecture 22

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    28/09/2006 2 SM lecture 22

    Rotating Discs

    A rotating disc is subjected to stress induced by centripetal acceleration.

    Assume a thin disc. The radial and hoop stress are constant through the thickness and the outof plane stress z is zero.

    Problem is axi-symmetric and the equilibrium of a small segment of the disc can be

    considered. (Approach as for thick cylinders).

    i.e.

    R = centripetal force = = mr r r t r 2 2

    = 2 2r t r

    For equilibrium in radial direction:

    ( )

    rr

    r

    d

    drr r r t t r t r t r +

    + + =2

    20

    2 2

    In the limit becomes:rd

    drr

    rr

    + + =

    2 2 0 (1)

    (When = 0, same as thick cylinder equation (1))

    From thick cylinder equations (4) to (6), setting z=

    0 gives:

    ( ) r rdu

    dr E= =

    1(u is rdirection displacement) (2)

    ( ) = = u

    r Er

    1(3)

  • 8/8/2019 Sm Lecture 22

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    28/09/2006 3 SM lecture 22

    ( )

    z rE

    = + (4)

    Eq (2) & (3) then gives:

    r

    du

    dr

    u

    r

    E= +

    1 2(5)

    = +

    du

    dr

    u

    r

    E

    1 2(6)

    Substituting Eq (5) & (6) into Eq (1) gives:

    ( )d udr r

    du

    dr

    u

    r Er

    2

    2 2

    2

    21 10+ +

    =

    Solution of this differential equation takes the form:

    ( ) r

    AB

    rr= +

    2

    2 23

    8(7)

    and( )

    = + +

    AB

    rr

    2

    2 21 3

    8(8)

    where A and B are constants found from boundary conditions.

    Solid uniform thickness disc - no external pressure (0 rro)

    B = 0 because if B 0, r and are infinite at r= 0 (See Eq 7 & 8).

    At outside of disc, r = r0, r = 0

    Gives from Eq 7, A =( )3

    8

    2

    0

    2+

    r

    from (7) : ( )

    r

    r r=+

    3

    8

    2

    0

    2 2 (9)

    and from (8) : ( ) ( )[ ]

    = + +

    2

    0

    2 2

    8 3 1 3r r (10)

    Max. stress at centre where r = 0

    and( )

    r r= =+3

    8

    2

    0

    2(11)

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    28/09/2006 4 SM lecture 22

    Uniform thickness disc with central hole - no internal or external pressure (rirr0)

    Boundary conditions r = 0 at inner and outer edges i.e. at r= ri and at r= r0.

    Substituting into Eq 7 gives A=( )

    ( )3

    8

    2 2

    0

    2+

    +

    r ri

    and B =( )3

    8

    2

    0

    2 2+

    r ri

    Substituting A and B back into Eq 7 and 8 gives:

    ( )

    r i

    ir rr r

    rr=

    ++

    3

    8

    2 2

    0

    22

    0

    2

    2

    2(12)

    and

    ( ) ( )

    =

    +

    + +

    +

    +

    3

    8

    1 3

    3

    2 2

    0

    22

    0

    2

    2

    2

    r r

    r r

    r rii

    (13)

    Max. r occurs at r r ri= 0

    when( )

    ( )

    r i

    r rmax =+

    3

    8

    2

    0

    2(14)

    Max. occurs at r= ri

    when

    ( ) ( )

    ( )

    max =

    +

    +

    +

    3

    4

    1

    3

    2

    0

    2 2

    r ri (15)