strenth material

Embed Size (px)

Citation preview

  • 8/12/2019 strenth material

    1/15

    3.5 Angle of twist in elastic range

    In this section, a relation will be derived between the angle of twist f of a circular shaft and the

    torque T exerted on the shaft. The entire shaft will be assumed to remain elastic. Consideringfirst the case of a shaft of lengthL and of uniform cross section of radius c subjected to a torque

    T at its free end we recall from sections before that the angle of twist f and the maximum

    shearing strain gmax are related as follows:

    Angle of twist

    max=

    But, in the elastic range, the yield stress is not exceeded anywhere in the shaft, Hookes law

    applies, and we have gmax 5 tmaxyG.

    max=

    =

    and solving for f, we write

    =

  • 8/12/2019 strenth material

    2/15

    Whereis expressed in radians. The relation obtained shows that, within the elastic range, the

    angle of twistis proportional to thetorque T applied to the shaft.

    Example

    Problem 3.38

  • 8/12/2019 strenth material

    3/15

    Solution

  • 8/12/2019 strenth material

    4/15

    Design of Transmission Shafts

    What is the power and torque ?

    Power is How much work can be done in specified time

    Torque is the load carry capacity

    Principal transmission shaft performance specifications are:

    power

    speed

    Designer must select shaft material and cross-section to meet performance specifications

    without exceeding allowable shearing stress.

    Determine torque applied to shaft at specified power and speed,

    f

    PPT

    fTTP

    2

    2

  • 8/12/2019 strenth material

    5/15

    Find shaft cross-section which will not exceed the maximum allowable shearing stress,

    Example of transmission shaft

    shaftshollow2

    shaftssolid2

    max

    41

    42

    22

    max

    3

    max

    Tcc

    cc

    J

    Tc

    c

    J

    J

    Tc

  • 8/12/2019 strenth material

    6/15

  • 8/12/2019 strenth material

    7/15

  • 8/12/2019 strenth material

    8/15

    Statically Indeterminate Shafts

    Given the shaft dimensions and the applied torque, we would like to find the torque

    reactions atAandB.

    From a free-body analysis of the shaft

    which is not sufficient to find the end torques. The problem is statically indeterminate.

    Divide the shaft into two components which must have compatible deformations,

    Substitute into the original equilibrium equation

    mN120 BA TT

    ABBA T

    JL

    JLT

    GJ

    LT

    GJ

    LT

    12

    21

    2

    2

    1

    1

    21 0

    mN120

    12

    21

    AA TJL

    JL

    T

  • 8/12/2019 strenth material

    9/15

  • 8/12/2019 strenth material

    10/15

    Sample Problem 3.4

    Two solid steel shafts are connected by gears. Knowing that for each shaft G= 77 GPa and that

    the allowable shearing stress is 55 MPa, determine (a) the largest torque T0that may be applied

    to the end of shaftAB, (b) the corresponding angle through which endAof shaftABrotates.

    SOLUTION:

    Apply a static equilibrium analysis on the two shafts to find a relationship between TCD

    and T0 .

    Apply a kinematic analysis to relate the angular rotations of the gears.

    Find the maximum allowable torque on each shaftchoose the smallest.

    Find the corresponding angle of twist for each shaft and the net angular rotation of endA.

    Apply a static equilibrium analysis on the two shafts to find a relationship between TCD

    and T0.

    Apply a kinematic analysis to relate the angular rotations of the gears.

  • 8/12/2019 strenth material

    11/15

    0

    0

    73.2

    mm600

    mm220

    TT

    TFM

    TFM

    CD

    CDC

    B

    CB

    CC

    B

    CB

    CCBB

    r

    r

    rr

    73.2

    mm20

    mm60

  • 8/12/2019 strenth material

    12/15

  • 8/12/2019 strenth material

    13/15

  • 8/12/2019 strenth material

    14/15

    Stress Concentrations

  • 8/12/2019 strenth material

    15/15