Key(s) for shaft-hub connection

The feather key are used to transfer the torque between the shaft and the hub. The feather key are inserted into shaft and hub grooves. The torque is transmitted only by the flanks of the feather key. Therefore, the grooves of the grooves and the feather key must be parallel. The feather key are standardized most commonly used, which are listed in DIN 6885A.

The material is usually C45+C steel. For alternating or impact torque loads, the feather key is not suitable because changing the load direction and the impact of the wall, which can lead to loosening of the connection.

Fig.1 Key(s) for shaft-hub connection

Torsion stress in the shaft:

τs=16MTπD-2t2+b23τall

τs - torsion stress in the shaft - [MPa]

MT - torque - [Nm]

D - diameter of the shaft - [mm]

t - depth in the shaft - [mm]

b - key width - [mm]

τall - allowable shear stress - [MPa]


Allowable shear stress:

τall=0,4Rp0,2TSF*Cc

τall - allowable shear stress - [MPa]

Rp0,2T - the minimum yield strength or 0,2% proof strength at calculation temperature - [MPa]

SF - safety factor - []

Cc - coefficient of use of joints according to load - []


Coefficient of use of joints according to load:

load[]
Unidirectional load, non-impact load0,8
Unidirectional load, with a small impact load0,7
Unidirectional load, with a big impact load0,6
Alternating load, with a small impact load0,45
Alternating load, with a big impact load0,25

key under shear stress:

τp=2MTD*i*l-b-lt*b+πb24τall

τp - key under shear stress - [MPa]

MT - torque - [Nm]

D - diameter of the shaft - [mm]

i - number of key - []

b - key width - [mm]

lt - tolerance of key length - [mm]

τall - allowable shear stress - [MPa]


Key/shaft under bearing stress:

ps=2MTD*i*l-b-lt *1hs-tt-t+t1-h-r1 σall

ps - key/shaft under bearing stress - [MPa]

MT - torque - [Nm]

D - diameter of the shaft - [mm]

i - number of key - []

b - key width - [mm]

lt - tolerance of key length - [mm]

hs - the height of the key in the shaft - [mm]

t1t - tolerance of the groove height in the hub - [mm]

t - depth in the shaft - [mm]

t1 - depth in the hub - [mm]

h - key height - [mm]

r1 - max. rounding the key - [mm]

σall - allowable bearing stress - [MPa]


The height of the key in the shaft:

hs=t-D2+D2cossin-1bD

hs - the height of the key in the shaft - [mm]

t - depth in the shaft - [mm]

D - diameter of the shaft - [mm]

b - key width - [mm]


Allowable bearing stress:

σall=0,9Rp0,2TSF*Cc

σall - allowable bearing stress - [MPa]

Rp0,2T - the minimum yield strength or 0,2% proof strength at calculation temperature - [MPa]

SF - safety factor - []

Cc - coefficient of use of joints according to load - []


Key/hub under bearing stress:

ph=2MTD*i*l-b-lt *1hh-tt-t+t1-h-r1 σall

ph - key/hub under bearing stress - [MPa]

MT - torque - [Nm]

D - diameter of the shaft - [mm]

i - number of key - []

l - key length - [mm]

b - key width - [mm]

lt - tolerance of key length - [mm]

hh - the height of the key in the hub - [mm]

tt - tolerance of the groove height in the shaft - [mm]

t - depth in the shaft - [mm]

t1 - depth in the hub - [mm]

h - key height - [mm]

r1 - max. rounding the key - [mm]

σall - allowable bearing stress - [MPa]


The height of the key in the hub:

hh=t+t1-hs

hh - the height of the key in the hub - [mm]

t - depth in the shaft - [mm]

t1 - depth in the hub - [mm]

hs - the height of the key in the shaft - [mm]


Torsion stress in the hub:

τh=Kt 16MTπDh4-D+2t12+b24/Dh τall

τh - torsion stress in the hub - [MPa]

Kt - concentration factor - []

MT - torque - [Nm]

D - diameter of the shaft - [mm]

t1 - depth in the hub - [mm]

b - key width - [mm]

Dh - diameter of the hub - [mm]

b - key width - [mm]

τall - allowable shear stress - [MPa]


Concentration factor:

Kt=1,953+0,14340,1r2/D -0,00210,1r2/D2

Kt - concentration factor - []

D - diameter of the shaft - [mm]

r2 - groove rounding - [mm]

If the shaft is loaded with the bending moment in the joint, the bending stress must be checked. If the shaft is loaded with a shear force in the joint, the shear stress must be checked. The shaft may be load in the joint by axial force. The shaft must be checked for axial stresses. When calculating the different load types, it is necessary to calculate the combined stress.


Bending stress in the shaft:

σB=32MBπD-2t2+b23σBall

σB - bending stress in the shaft - [MPa]

MB - bending moment - [Nm]

D - diameter of the shaft - [mm]

t - depth in the shaft - [mm]

b - key width - [mm]

σBall - allowable bending stress - [MPa]


Allowable bending stress:

σBall=0,6Rp0,2TSF*Cc

σBall - allowable bending stress - [MPa]

Rp0,2T - the minimum yield strength or 0,2% proof strength at calculation temperature - [MPa]

SF - safety factor - []

Cc - coefficient of use of joints according to load - []


Shear stress in the shaft:

τss=4FRπD-2t2+b22τall

τs(s) - shear stress in the shaft - [MPa]

FR - shear forces - [N]

D - diameter of the shaft - [mm]

t - depth in the shaft - [mm]

b - key width - [mm]

τall - allowable shear stress - [MPa]


Axial stress in the shaft:

σA=4FAπD-2t2+b22σAall

σA - axial stress in the shaft - [MPa]

FA - axial forces - [N]

D - diameter of the shaft - [mm]

t - depth in the shaft - [mm]

b - key width - [mm]

σAall - allowable axial stress - [MPa]


Allowable axial stress:

σAall=0,45Rp0,2TSF*Cc

σAall - allowable axial stress - [MPa]

Rp0,2T - the minimum yield strength or 0,2% proof strength at calculation temperature - [MPa]

SF - safety factor - []

Cc - coefficient of use of joints according to load - []


Combined stress in the shaft:

σtresca =σB2+σA2+4Kt*τs2+τss2 σCall

σtresca - combined stress in the shaft - [MPa]

σB - bending stress in the shaft - [MPa]

σA - axial stress in the shaft - [MPa]

Kt - concentration factor - []

τs - torsion stress in the shaft - [MPa]

τs(s) - shear stress in the shaft - [MPa]

σCall - allowable combined stress - [MPa]


Allowable combined stress:

σCall=Rp0,2TSF*Cc

σCall - allowable combined stress - [MPa]

Rp0,2T - the minimum yield strength or 0,2% proof strength at calculation temperature - [MPa]

SF - safety factor - []

Cc - coefficient of use of joints according to load - []


Literature:

AISC: Specification for structural steel buildings: Allowable Stress design and plastic design 1989

Walter D. Pilkey, Deborah F. Pilkey: Peterson’s stress concentration factors. 2008

Joseph E. Shigley, Charles R. Mischke, Richard G. Budynas: Konstruování strojních součástí 2010.

MET-Calc: Allowable stress

A. Bolek, J. Kochman a kol.: Části a mechanismy strojů I. 1989.

K. Kříž a kol.: Strojní součásti 1. 1984.


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Key(s) for shaft-hub connection.pdf


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