10.3 Design of Shafts, Keys, Couplings & Rolling/Sliding Bearings

Key Takeaways

  • The ASME transmission shaft design code applies Maximum Shear Stress Theory with shock and fatigue factors (Km,KtK_m, K_t) to compute equivalent twisting moment Te=(KmM)2+(KtT)2T_e = \sqrt{(K_m M)^2 + (K_t T)^2} and equivalent bending moment Me=0.5[KmM+Te]M_e = 0.5[K_m M + T_e], limiting shear stress to the lesser of 0.30Syt0.30 S_{yt} or 0.18Sut0.18 S_{ut} with an 18% keyway deduction.

  • Sunk keys are sized against shear stress (τ=2T/(dwl)\tau = 2T/(d w l)) and crushing stress (σc=4T/(dhl)\sigma_c = 4T/(d h l)); for ductile mild steel where compressive yield is twice shear yield (σc≈2τ\sigma_c \approx 2\tau), a square key (w=h=d/4w = h = d/4) provides equal strength in both failure modes.

  • Hydrodynamic journal bearing operation relies on fluid wedge action governed by Petroff's law for friction and the dimensionless Sommerfeld number S=(r/c)2(μns/p)S = (r/c)^2 (\mu n_s / p), requiring operation at μN/p≥3K\mu N / p \ge 3K on the Stribeck curve to guarantee stable thick-film hydrodynamic lubrication.

  • Rolling element bearing fatigue life is quantified by L10=(C/P)pL_{10} = (C/P)^p (p=3p=3 for ball bearings, p=10/3p=10/3 for roller bearings), where basic dynamic load rating CC corresponds to 90% survival over 1 million revolutions under equivalent dynamic load P=XVFr+YFaP = X V F_r + Y F_a.

Last updated: August 2026

Design of Shafts, Keys, Couplings & Rolling/Sliding Bearings

Rotating mechanical drivetrains form the core of industrial material handling, mining hoists, pumps, and heavy gearboxes. A complete shaft assembly includes the transmission shaft subjected to combined bending and twisting moments, keys and couplings for torque transmission and shaft alignment, and bearings (hydrodynamic sliding journal bearings or rolling contact bearings) to support radial and axial thrust loads with minimal friction.


1. ASME Transmission Shaft Design Code

Transmission shafts are rotating machine elements subjected to simultaneously acting bending moments (M)(M), torsional twisting moments (T)(T), and occasional axial thrust loads (F)(F).

1.1 Combined Stress Formulation

For a solid circular shaft of diameter dd under bending moment MM and torque TT:

  • Bending stress at outer surface: σb=32Mπd3\sigma_b = \frac{32 M}{\pi d^3}
  • Torsional shear stress at outer surface: τ=16Tπd3\tau = \frac{16 T}{\pi d^3}
  • Applying the Maximum Shear Stress Theory (Guest's Theory):
τmax⁡=(σb2)2+τ2=(16Mπd3)2+(16Tπd3)2=16πd3M2+T2\tau_{\max} = \sqrt{\left(\frac{\sigma_b}{2}\right)^2 + \tau^2} = \sqrt{\left(\frac{16 M}{\pi d^3}\right)^2 + \left(\frac{16 T}{\pi d^3}\right)^2} = \frac{16}{\pi d^3}\sqrt{M^2 + T^2}

1.2 ASME Code Shock and Fatigue Factors

In actual machinery, bending moments fluctuate due to shaft rotation (producing completely reversed cyclic bending stresses, R=−1R = -1), while torque may fluctuate with load changes. The ASME Shaft Design Code introduces shock and fatigue combined factors:

  • KmK_m (Combined shock and fatigue factor for bending)
  • KtK_t (Combined shock and fatigue factor for torsion)
Nature of LoadBending Factor (KmK_m)Torsion Factor (KtK_t)
Stationary shafts: Gradually applied load1.01.0
Stationary shafts: Suddenly applied load1.5 - 2.01.5 - 2.0
Rotating shafts: Gradually applied / steady load1.51.0
Rotating shafts: Minor shock load1.5 - 2.01.0 - 1.5
Rotating shafts: Heavy shock load2.0 - 3.01.5 - 3.0

1.3 Equivalent Design Moments

  1. Equivalent Twisting Moment (Te)(T_e): The pure torsional moment that produces the same maximum shear stress as the combined bending and twisting actions:
Te=(KmM)2+(KtT)2=π16d3τallow  ⟹  d=[16Teπτallow]1/3T_e = \sqrt{(K_m M)^2 + (K_t T)^2} = \frac{\pi}{16} d^3 \tau_{\text{allow}} \implies d = \left[ \frac{16 T_e}{\pi \tau_{\text{allow}}} \right]^{1/3}
  1. Equivalent Bending Moment (Me)(M_e): The pure bending moment that produces the same maximum normal tensile/compressive stress (Rankine criterion) as the combined loading:
Me=12[KmM+(KmM)2+(KtT)2]=12[KmM+Te]=π32d3σb,allowM_e = \frac{1}{2}\left[ K_m M + \sqrt{(K_m M)^2 + (K_t T)^2} \right] = \frac{1}{2}[K_m M + T_e] = \frac{\pi}{32} d^3 \sigma_{b, \text{allow}} d=[32Meπσb,allow]1/3d = \left[ \frac{32 M_e}{\pi \sigma_{b, \text{allow}}} \right]^{1/3}

1.4 ASME Allowable Stress Limits

According to the ASME code for commercial steel transmission shafting without keyways:

τallow=min⁡(0.30Syt,0.18Sut)\tau_{\text{allow}} = \min(0.30 S_{yt}, 0.18 S_{ut})
  • Keyway Effect: When keyways are cut into the shaft, the allowable shear stress must be reduced by 18%18\%:
τallow, keyway=0.82⋅τallow\tau_{\text{allow, keyway}} = 0.82 \cdot \tau_{\text{allow}}

1.5 Torsional Rigidity Criterion

Shafts supporting precision gears or machine tool spindles must satisfy torsional deflection limits:

θ=TLGJ=584TLGd4(degrees)\theta = \frac{T L}{G J} = \frac{584 T L}{G d^4} \quad (\text{degrees})

Standard industrial practice limits torsional twist to θ≤1∘\theta \le 1^{\circ} per 20 shaft diameters or 0.3∘ to 1.0∘ per meter0.3^{\circ} \text{ to } 1.0^{\circ} \text{ per meter} of shaft length.


2. Design of Sunk Keys & Shaft Couplings

2.1 Sunk Key Geometry & Failure Analysis

A key is a demountable fastener fitted into matching keyways machined in the shaft and hub to transmit torque.

  • Square Sunk Key: Width w=d/4w = d/4, Height h=d/4h = d/4.
  • Rectangular Sunk Key (Flat Key): Width w=d/4w = d/4, Height h=2d/3≈d/6h = 2d/3 \approx d/6.
  • Key Length (l)(l): Sized based on torque transmission capacity TT.
              +---------------+     ^ 
              |   Hub Recess  |     | h/2 (in Hub)
        ------+---------------+-----v-------
        Shaft |   Key (w x h) |     | h/2 (in Shaft)
        ------+---------------+-----v-------
              |  Shaft Body   |
              +---------------+
              <------- l ----->
  1. Shearing Failure of Key: Shear force acts across the longitudinal pitch plane As=w⋅lA_s = w \cdot l at radius d/2d/2:
T=Fs⋅d2=(l⋅w⋅τ)⋅d2  ⟹  τ=2Td⋅w⋅l≤τallowT = F_s \cdot \frac{d}{2} = (l \cdot w \cdot \tau) \cdot \frac{d}{2} \implies \tau = \frac{2 T}{d \cdot w \cdot l} \le \tau_{\text{allow}}
  1. Crushing / Compressive Bearing Failure of Key: Crushing force acts on half the key height Ac=h2⋅lA_c = \frac{h}{2} \cdot l:
T=Fc⋅d2=(l⋅h2⋅σc)⋅d2  ⟹  σc=4Td⋅h⋅l≤σc,allowT = F_c \cdot \frac{d}{2} = \left(l \cdot \frac{h}{2} \cdot \sigma_c\right) \cdot \frac{d}{2} \implies \sigma_c = \frac{4 T}{d \cdot h \cdot l} \le \sigma_{c, \text{allow}}
  1. Condition for Key of Equal Strength in Shear and Crushing:
2Tdwlτ=4Tdhlσc  ⟹  wh=σc2τ\frac{2 T}{d w l \tau} = \frac{4 T}{d h l \sigma_c} \implies \frac{w}{h} = \frac{\sigma_c}{2\tau}

For ductile mild steel, compressive yield strength is approximately twice the shear yield strength (σc≈2τ\sigma_c \approx 2\tau). Therefore: w=hw = h (A square key provides equal strength in shearing and crushing). 4. Key Length for Equal Strength with Shaft: Equating key shear torque to solid shaft torsional capacity (T=π16d3τs)\left(T = \frac{\pi}{16} d^3 \tau_s\right):

l⋅w⋅τk⋅d2=π16d3τsl \cdot w \cdot \tau_k \cdot \frac{d}{2} = \frac{\pi}{16} d^3 \tau_s

Assuming key and shaft have equal shear strength (τk=τs)(\tau_k = \tau_s) and w=d/4w = d/4:

l(d4)d2=π16d3  ⟹  l=π2d≈1.571dl \left(\frac{d}{4}\right) \frac{d}{2} = \frac{\pi}{16} d^3 \implies l = \frac{\pi}{2} d \approx 1.571 d

2.2 Shaft Couplings

  1. Rigid Flange Coupling:
    • Consists of two cast iron flanges keyed to shaft ends and bolted together with nn precision reamed fitted bolts along pitch circle diameter Dp=3dD_p = 3d.
    • Standard proportions: Hub outer diameter Dh=2dD_h = 2d, hub length Lh=1.5dL_h = 1.5d, flange thickness tf=0.5dt_f = 0.5d, protective circumferential rim thickness tp=0.25dt_p = 0.25d.
    • Bolt Shear Stress: τb=8Tπdb2nDp≤τallow\tau_b = \frac{8 T}{\pi d_b^2 n D_p} \le \tau_{\text{allow}}
    • Bolt Crushing Stress: σcb=2TndbtfDp≤σc,allow\sigma_{cb} = \frac{2 T}{n d_b t_f D_p} \le \sigma_{c, \text{allow}}
  2. Oldham Flexible Coupling: Accommodates pure lateral (parallel) shaft misalignment using a floating central disc with two orthogonal tongues sliding in flange slots.
  3. Bush-Pin Flexible Coupling: Accommodates angular, axial, and minor parallel misalignment while absorbing torsional vibrations and shocks via rubber/leather bushes fitted over steel driving pins.

3. Sliding Contact Bearings & Hydrodynamic Lubrication

In a sliding contact (journal) bearing, a rotating cylindrical shaft (journal) is supported by a stationary bushing separated by a viscous lubricant film.

3.1 Lubrication Regimes & The Stribeck Curve

   Coefficient of
   Friction (f)
   ^
   | \  Boundary Lubrication (Metal-to-metal contact)
   |  \ 
   |   \  Mixed / Thin-Film Lubrication
   |    \__
   |       \___  Bearing Modulus (K)
   |           \________________ Hydrodynamic / Thick-Film Lubrication
   |                            (f proportional to mu * N / p)
   +------------------------------------------------------------->
   0                                Bearing Characteristic (mu * N / p)
  • Bearing Characteristic Number: μNp\frac{\mu N}{p}, where μ\mu is dynamic viscosity (Pa⋅s)(\text{Pa}\cdot\text{s}), NN is rotational speed (rpm)(\text{rpm}), and p=Wd⋅lp = \frac{W}{d \cdot l} is bearing unit projected pressure (N/mm2)(\text{N/mm}^2).
  • Bearing Modulus (K)(K): The transition point between mixed and full hydrodynamic lubrication. To ensure stable hydrodynamic operation without danger of metal seizure under operating fluctuations:
Operating μNp≥3K(Design stability rule)\text{Operating } \frac{\mu N}{p} \ge 3 K \quad (\text{Design stability rule})

3.2 Hydrodynamic Wedge Mechanism & Petroff's Law

Hydrodynamic pressure generation requires three essential conditions: (1) relative sliding motion, (2) viscous fluid, and (3) a converging geometric wedge created by radial clearance c=rb−rjc = r_b - r_j.

  • Eccentricity (e)(e) and Minimum Film Thickness (h0)(h_0): Under radial load WW, the journal shifts eccentrically by distance ee, establishing attitude angle ϕ\phi. The eccentricity ratio is ϵ=e/c\epsilon = e/c.
h0=c−e=c(1−ϵ)h_0 = c - e = c(1 - \epsilon)
  • Petroff's Law (Lightly Loaded Concentric Bearing): For a concentric journal running at speed ns=N/60 rev/sn_s = N/60\text{ rev/s}:
    • Viscous shear force: F=μAUc=μ(πdl)πdnscF = \mu A \frac{U}{c} = \mu (\pi d l) \frac{\pi d n_s}{c}
    • Frictional torque: Tf=F⋅d2=2π2μnsr3lcT_f = F \cdot \frac{d}{2} = \frac{2 \pi^2 \mu n_s r^3 l}{c}
    • Coefficient of friction: f=FW=2π2(μnsp)(rc)f = \frac{F}{W} = 2 \pi^2 \left(\frac{\mu n_s}{p}\right)\left(\frac{r}{c}\right)

3.3 The Sommerfeld Number (S)(S)

The dimensionless Sommerfeld number is the fundamental operating parameter in hydrodynamic bearing design:

S=(rc)2(μnsp)S = \left(\frac{r}{c}\right)^2 \left(\frac{\mu n_s}{p}\right)

where rr is journal radius, cc is radial clearance, μ\mu is lubricant viscosity, nsn_s is speed in rev/sec, and p=W/(2rl)p = W/(2rl) is projected pressure. Sommerfeld number directly determines eccentricity ratio ϵ\epsilon, friction variable, oil flow rate, and temperature rise via Raimondi and Boyd design charts.


4. Rolling Contact Bearings: Selection & Life Rating

Rolling contact bearings (anti-friction bearings) substitute sliding friction with rolling friction using hardened balls or cylindrical/tapered/spherical rollers between inner and outer raceways.

4.1 Static and Dynamic Load Ratings

  • Basic Static Load Rating (C0)(C_0): Radial (or thrust) static load producing a total permanent plastic deformation of rolling element and raceway equal to 0.0001×0.0001 \times rolling element diameter at the most heavily stressed contact zone.
  • Basic Dynamic Load Rating (C)(C): The constant radial load that a group of apparently identical rolling bearings can withstand for a rating life of 1 million revolutions (106 rev)(10^6\text{ rev}) with a 90%90\% probability of survival without developing fatigue flaking (spalling).

4.2 Equivalent Dynamic Load (P)(P)

When a bearing is subjected to combined radial load FrF_r and axial thrust load FaF_a:

P=X⋅V⋅Fr+Y⋅FaP = X \cdot V \cdot F_r + Y \cdot F_a

where:

  • VV = Rotation factor (V=1.0V = 1.0 when inner ring rotates relative to load; V=1.2V = 1.2 when outer ring rotates relative to load).
  • XX = Radial load factor, YY = Axial thrust load factor (determined from manufacturer tables based on Fa/(VFr)F_a / (V F_r) relative to limiting parameter ee).

4.3 Bearing Rating Life Equation (L10L_{10} Life)

The rating life L10L_{10} (in millions of revolutions) at 90%90\% reliability is:

L10=(CP)p(million revolutions)L_{10} = \left(\frac{C}{P}\right)^p \quad (\text{million revolutions})

where the life exponent is:

  • p=3p = 3 for ball bearings (point contact, Hertzian stress σ∝P1/3\sigma \propto P^{1/3})
  • p=103≈3.333p = \frac{10}{3} \approx 3.333 for roller bearings (line contact, Hertzian stress σ∝P1/2\sigma \propto P^{1/2})

4.4 Life in Operating Hours (L10hL_{10h})

L10h=L10×10660⋅N=10660⋅N(CP)p(hours)L_{10h} = \frac{L_{10} \times 10^6}{60 \cdot N} = \frac{10^6}{60 \cdot N} \left(\frac{C}{P}\right)^p \quad (\text{hours})

where NN is shaft rotational speed in rpm.

4.5 Life at Modified Reliability (LRL_R)

Based on the two-parameter Weibull distribution for bearing fatigue life:

LRL10=(ln⁡(1/R)ln⁡(1/0.90))1/b=a1\frac{L_R}{L_{10}} = \left( \frac{\ln(1/R)}{\ln(1/0.90)} \right)^{1/b} = a_1

where b≈1.17b \approx 1.17 (Weibull slope parameter for ball bearings) and a1a_1 is the reliability adjustment factor (a1=1.0a_1 = 1.0 for 90%90\%, a1=0.62a_1 = 0.62 for 95%95\%, a1=0.21a_1 = 0.21 for 99%99\% survival).


5. Comprehensive Summary Matrix

Mechanical ComponentDominant Failure ModeCritical Design Governing EquationKey Dimensional Proportions
ASME Transmission ShaftCombined fatigue shear & bendingd=[16(KmM)2+(KtT)2πτallow]1/3d = \left[\frac{16 \sqrt{(K_m M)^2 + (K_t T)^2}}{\pi \tau_{\text{allow}}}\right]^{1/3}τallow=min⁡(0.30Syt,0.18Sut)×0.82\tau_{\text{allow}} = \min(0.30 S_{yt}, 0.18 S_{ut}) \times 0.82 (keyway)
Square Sunk KeyEqual shear and crushingτ=2Tdwl,σc=4Tdhl\tau = \frac{2T}{d w l}, \quad \sigma_c = \frac{4T}{d h l}w=h=d/4,l≈1.57dw = h = d/4, \quad l \approx 1.57 d
Rigid Flange CouplingBolt shear & crushingτb=8Tπdb2nDp,σcb=2TndbtfDp\tau_b = \frac{8T}{\pi d_b^2 n D_p}, \quad \sigma_{cb} = \frac{2T}{n d_b t_f D_p}Dp=3d,Dh=2d,tf=0.5dD_p = 3d, \quad D_h = 2d, \quad t_f = 0.5d
Hydrodynamic BearingBoundary metal-to-metal wearS=(rc)2(μnsp),f=2π2(μnsp)(rc)S = \left(\frac{r}{c}\right)^2 \left(\frac{\mu n_s}{p}\right), \quad f = 2\pi^2 \left(\frac{\mu n_s}{p}\right)\left(\frac{r}{c}\right)Operating μNp≥3K,h0=c(1−ϵ)\frac{\mu N}{p} \ge 3K, \quad h_0 = c(1-\epsilon)
Rolling Ball BearingSubsurface shear fatigue spallingL10=(CP)3×106 rev,P=XVFr+YFaL_{10} = \left(\frac{C}{P}\right)^3 \times 10^6\text{ rev}, \quad P = X V F_r + Y F_aExponent p=3p = 3 (ball), p=10/3p = 10/3 (roller)
Loading diagram...
Bearing Classification and Hydrodynamic vs Rolling Selection Logic
Test Your Knowledge

A solid steel transmission shaft transmits a torque T = 1200 Nm while being subjected to a bending moment M = 900 Nm. Using the ASME shaft code with shock and fatigue factors Km = 2.0 and Kt = 1.5, what is the equivalent twisting moment Te acting on the shaft?

A

1500 N*m

B

2545.6 N*m

C

3000 N*m

D

2163.3 N*m

Test Your Knowledge

A rectangular sunk key of width w and height h connects a mild steel gear to a shaft of diameter d. If the key material has permissible crushing stress sigma_c = 160 MPa and permissible shear stress tau = 80 MPa, what must be the ratio of width to height (w / h) for the key to be equally strong in shearing and crushing?

A

0.50

B

2.00

C

1.00

D

1.50

Test Your Knowledge

A deep groove ball bearing operates with an equivalent dynamic load P. If the external load is doubled to 2P while speed remains constant, by what factor does the rating life (L10) of the bearing decrease?

A

2 times (reduces to 1/2)

B

4 times (reduces to 1/4)

C

6 times (reduces to 1/6)

D

8 times (reduces to 1/8)

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