# Chapter 18 Shafts and Axles Dr. A. Aziz Bazoune

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Chapter 18 Shafts and Axles Dr. A. Aziz Bazoune
King Fahd University of Petroleum & Minerals Mechanical Engineering Department

Chapter Outline 18-1 Introduction ……… Geometric Constraints ……… Strength Constraints ……… Strength Constraints – Additional Methods ……….940 18-5 Shaft Materials ……… Hollow Shafts ……… Critical Speeds (Omitted) ……… Shaft Design ……….950

LECTURE 30 18-1 Introduction ……… Geometric Constraints ……… Strength Constraints ……….933

Fatigue Analysis of shafts
Neglecting axial loads because they are comparatively very small at critical locations where bending and torsion dominate. Remember the fluctuating stresses due to bending and torsion are given by Mm: Midrange bending moment, σm: Midrange bending stress Ma : alternating bending moment, σa: alternating bending stress Tm: Midrange torque, τm: Midrange shear stress Ta : alternating torque, τm: Midrange shear stress Kf: fatigue stress concentration factor for bending Kfs: fatigue stress concentration factor for torsion CH LEC Slide 4

Fatigue Analysis of shafts
For solid shaft with round cross section, appropriate geometry terms can be introduced for C, I and J resulting in Mm: Midrange bending moment, σm: Midrange bending stress Ma : alternating bending moment, σa: alternating bending stress Tm: Midrange torque, τm: Midrange shear stress Ta : alternating torque, τm: Midrange shear stress Kf: fatigue stress concentration factor for bending Kfs: fatigue stress concentration factor for torsion CH LEC Slide 5

Fatigue Analysis of shafts
Combining these stresses in accordance with the DE failure theory the von-Mises stress for rotating round, solid shaft, neglecting axial loads are given by (18-12) where A and B are defined by the radicals in Eq. (8-12) as The Gerber fatigue failure criterion CH LEC Slide 6

Fatigue Analysis of shafts
The critical shaft diameter is given by (18-13) or, solving for 1/n, the factor of safety is given by (18-14) CH LEC Slide 7

Fatigue Analysis of shafts
where (18-15) CH LEC Slide 8

Fatigue Analysis of shafts Critical Shaft Diameter
Particular Case For a rotating shaft with constant bending and torsion, the bending stress is completely reversed and the torsion is steady. Previous Equations can be simplified by setting Mm = 0 and Ta = 0, which simply drops out some of the terms. Critical Shaft Diameter (18-16) Safety Factor (18-17) CH LEC Slide 9

Fatigue Analysis of shafts
(18-18) CH LEC Slide 10

Shaft Diameter Equation for the DE-Elliptic Criterion
Remember (18-12) where A and B are defined by The Elliptic fatigue-failure criterion is defined by CH LEC Slide 11 CH LEC Slide 11

Critical Shaft Diameter
Shaft Diameter Equation for the DE-Elliptic Criterion Substituting for A and B gives expressions for d, 1/n and r: Critical Shaft Diameter (18-19) Safety Factor (18-20) CH LEC Slide 12

Shaft Diameter Equation for the DE-Elliptic Criterion
CH LEC Slide 13

Critical Shaft Diameter
Shaft Diameter Equation for the DE-Elliptic Criterion Particular Case For a rotating shaft with constant bending and torsion, the bending stress is completely reversed and the torsion is steady. Previous Equations can be simplified by setting Mm = 0 and Ta = 0, which simply drops out some of the terms. Critical Shaft Diameter (18-21) Safety Factor (18-22) CH LEC Slide 14

Shaft Diameter Equation for the DE-Elliptic Criterion
At a shoulder Figs. A-15-8 and A-15-9 provide information about Kt and Kts. For a hole in a solid shaft, Figs. A and A provide about Kt and Kts . For a hole in a solid shaft, use Table A-16 For grooves use Figs. A and A-15-15 CH LEC Slide 15

Shaft Diameter Equation for the DE-Elliptic Criterion
The value of slope at which the load line intersects the junction of the failure curves is designated rcrit. It tells whether the threat is from fatigue or first cycle yielding If r > rcrit, the threat is from fatigue If r < rcrit, the threat is from first cycle yielding. CH LEC Slide 16

Shaft Diameter Equation for the DE-Elliptic Criterion
For the Gerber-Langer intersection the strength components Sa and Sm are given in Table 7-10 as (18-23) CH LEC Slide 17

Shaft Diameter Equation for the DE-Elliptic Criterion
For the DE-Elliptic-Langer intersection the strength components Sa and Sm are given by (18-24) CH LEC Slide 18

Note that in an analysis situation in which the diameter is known and the factor of safety is desired, as an alternative to using the specialized equations above, it is always still valid to calculate the alternating and mid-range stresses using the following Eqs. and substitute them into the one of the equations for the failure criteria , Eqs. (7-48) to (7-51) and solve directly for n. CH LEC Slide 19

In a design situation, however, having the equations pre-solved for diameter is quite helpful.
It is always necessary to consider the possibility of static failure in the first load cycle. The Soderberg criteria inherently guards against yielding, as can be seen by noting that its failure curve is conservatively within the yield (Langer) line on Fig. 7–27, p. 348. The ASME Elliptic also takes yielding into account, but is not entirely conservative throughout its range. This is evident by noting that it crosses the yield line in Fig. 7–27. The Gerber and modified Goodman criteria do not guard against yielding, requiring a separate check for yielding. A von Mises maximum stress is calculated for this purpose.

To check for yielding, this von Mises maximum stress is compared to the yield strength, as usual
For a quick, conservative check, an estimate for σ’max can be obtained by simply adding σa and σm . (σa + σm ) will always be greater than or equal to σ’max, and will therefore be conservative. CH LEC Slide 23

Example Solution 7-20 7-20 CH LEC Slide 25

Figure 7-20 Figure 7-21 CH LEC Slide 26

CH LEC Slide 27

18-22 Solderberg 18-14 18-24 CH LEC Slide 28

CH LEC Slide 30