FME 461: ENGINEERING DESIGN II
EXAMPLE-DESIGN OF INPUT GEAR-SHAFT
IDENTIFICATION OF EXTERNAL LOAD CARRIED BY GEAR SHAFT
The loading diagram of the gear shaft is shown below:
The specification of performance requirements for shaft is given below in terms of power to be transmitted, and the speed of transmission:
Performance specification required=30 Kw*1450 r.p.m.(1)
SELECTION OF MATERIAL FOR PART
Material selected is medium carbon steel, to British Standard specification BS 970:080M040(H&T), whose mechanical properties are:
(a)Tensile yield strength
(b)Ultimate tensile strength
(c)Elongation %=16%
(d)Hardness number=179-229 HB
The material is a ductile material, having an elongation % of 16 %>5%.
DETERMINATION OF EXTERNAL LOADS CARRIED BY GEAR SHAFT
Torque required to transmit power at the speed specified
The relationship between power and torque transmitted is given by the equation:
Where
Torque transmitted in N-m
Angular velocity in radians/sec
Consequently
and N-m(2)
Where
Angular velocity of shaft in revs/min
Substituting for performance specification required from (1) into (2)
N-m(3)
Torque to be transmitted becomes
(4)
TRANSVERSE LOAD ON GEAR SHAFT ARISING FROM THE TORQUE TRANSMITTED
TANGENTIAL FORCE ON GEAR TEETH REQUIRED TO TRANSMIT TORQUE SPECIFIED
As shown in the gear set diagram, the tangential force on the gear teeth, is the gear tooth force operating at the pitch diameter of the driving gear on the input shaft.
The torque transmitted is then given as function of the tangential tooth force and the pitch diameter of the gear as below:
Therefore Newtons
Substituting for the pitch diameter of the input gear and T=197.6 N-m
9880Newtons(5)
RESULTANT FORCE ON GEAR TOOTH REQUIRED TO TRANSMIT TORQUE SPECIFIED
The tangential force is the component of the resultant gear tooth force that gives rise to the transmitted torque. It acts at the pitch point, along the tangent to the pitch circle diameter of the gear tooth. The resultant gear tooth force is normal to the tooth surface, and therefore inclined to the tangent to pitch circle diameter at an angle equal to the pressure angle of the gear tooth.
The resultant force on the gear tooth is given by the equation
Substituting for =9880 N and =20o
=10154 N
Newtons(6)
DETERMINE BENDING MOMENT LOADS ON THE INPUT SHAFT
LOADING DIAGRAM OF THE INPUT SHAFT-CONSIDERED AS A SIMPLY SUPPORTED BEAM SUBJECT TO TRANSVERSE POINT LOADS
The loading diagram is shown at Appendix A and reproduced below:
Reactions at the simple supports are then given by
Substituting for R=10154 Newtons
(7)
SHEAR FORCE DIAGRAM
The shear force diagram is shown at appendix a. however, the direct shear stress induced by the shear force reaches its maximum value at the centre of the shaft, while the stresses caused by bending and torsion reach their maximum values the surface of the shaft. the effect of the direct shear stress is therefore ignored.
BENDING MOMENT DIAGRAM FOR INPUT SHAFT
The bending moment diagram for a straight beam with intermediate load and simple supports is then as shown below
The maximum bending moment is then given by
(8)
EXTERNAL LOAD ON THE GEAR SHAFT
The external load on the input gear shaft then reduces to combined torsion and bending, where the torsion and bending loads are:
(9)
(10)
Determination of stresses induced by the external loads
STRESSES DUE TO COMBINED TORSION AND BENDING OF SHAFT
In this situation, there is a plane stress at the location of maximum bending moment as shown below
The stress elements are:
Simplifying the loading situation of the input shaft into a static load which remains constant in spite of the rotation of the shaft, determine the significant stress at the location of highest stresses in terms of principal and maximum shear stress arising from the loads on the member
Applying maximum shear stress theory of failure
The MAXIMUM SHEAR STRESS theory of failure states:
When Yielding occurs in any material, the maximum shear stress at the point of failure equals or exceeds the maximum shear stress when yielding occurs in the tension test specimen.
STRESS ELEMENTS IN THE PLANE STRESS SITUATION
The plane stress situation is the stress situation in which the stress elements are , and the stresses on the z-axis are zero,
MAXIMUM SHEAR STRESS IN TERMS OF PLANE STRESS ELEMENTS
The maximum shear stress is the significant stress in this situation and is given by the expression
(11)
Maximum shear stress in the case of plane stress situation with
THE GENERAL CASE OF PLANE STRESS SITUATION WITH
Substituting for into the equation for maximum shear stress yields
==
=(12)
Stresses induced in gear shaft by the external loads
SOLID CIRCULAR SHAFT SUBJECT TO BENDING AND TORSION
In the case of combined torsion and bending, the stress elements in the plane stress situation are:
MAXIMUM SHEAR STRESS IN ELEMENT IN TERMS EXTERNAL LOADS
Substituting for in equation for maximum shear stress yields the expression for maximum shear stress in terms of load and dimension of element as shown below:
(13)
SHEAR STRENGTH OF CHOSEN (DUCTILE) MATERIAL
The yield strength in shear of ductile materials such steel is predicted to be half the tensile yield strength by the maximum shear stress theory of failure, and the shear yield strength of such materials can therefore be derived from the tensile yield strength
Therefore (14)
Where
COMPARE SIGNIFICANT STRESS WITH STRENGTH: DESIGN EQUATION
Design equation then becomes
=OR
Where
,
The design equation then becomes
(15)
SOLVING DESIGN EQUATION
Substituting the TORQUE and BENDING MOMENT loads into design equation
(16)
(17)
Substituting for yield strength of chosen material and the factor of safety
Factor of safety =2.5 and Tensile yield strength
(18)
SELECT SHAFT SIZE FROM PREFERRED METRICRANGE
Select the shaft size to be used form the nearest size in the range of preferred metric sizes[1] (1,1.2,1.6,2,2.5,3,4,5,6,8,10,12,16,20,25,30,35,40,45,50,55,60,65,70,75,80,90,100 mm.)
Nearest shaft size selected is 30 mm.
REVIEW DESIGN
Determine the actual factor of safety resulting from the use of the selected standard shaft size
Rewriting the design equation in terms of the factor of safety
But
Substituting
(16)
(17)
And
Substituting
Factor of safety =3.5
APPENDIX A: LOADING, SHEAR FORCE, AND BENDING MOMENT DIAGRAMS
LOADING DIAGRAM
SHEAR FORCE DIAGRAM
BENDING MOMENT DIAGRAM
APPENDIX B[2]: MECHANICAL PROPERTIES OF SOME STEELS
Material / British Standard[3] / Production process / Maximum section size, mm. / Yield Strength Mpa / Tensile Strength, Mpa / Elongation % / Hardness Number, HB0.20C / 070M20 / HR[4] / 152 / 215 / 430 / 22 / 126-179
254 / 200 / 400 / 20 / 116-170
CD[5] / 13 / 385 / 530 / 12 / 154
76 / 340 / 430 / 14 / 125
0.30C / 080M30 / HR / 152 / 245 / 490 / 20 / 143-192
254 / 230 / 460 / 19 / 134-183
CD / 13 / 470 / 600 / 10 / 174
63 / 385 / 530 / 12 / 154
H&T[6] / 63 / 385 / 550-700 / 13 / 152-207
0.40C / 080M40 / HR / 150 / 280 / 550 / 16 / 152-207
CD / 63 / 430 / 570 / 10 / 165
H&T / 63 / 385 / 625-775 / 16 / 179-229
0.50C / 080M50 / HR / 150 / 310 / 620 / 14 / 179-229
CD / 63 / 510 / 650 / 10 / 188
H&T / 150 / 430 / 625-775 / 11 / 179-229
1Cr / 530M40 / H&T / 100 / 525 / 700-850 / 17 / 202-255
29 / 680 / 850-1000 / 13 / 248-302
1.5MnMo / 605M36 / H&T / 150 / 525 / 700-850 / 17 / 202-255
29 / 755 / 925-1075 / 12 / 269-331
1.25NiCr / 640M40 / H&T / 152 / 525 / 700-850 / 17 / 202-255
102 / 585 / 770-930 / 15 / 223-277
64 / 680 / 850-1000 / 13 / 248-302
29 / 755 / 930-1080 / 12 / 269-331
3NiCr / 653M31 / H&T / 64 / 755 / 930-1080 / 12 / 269-331
680 / 850-1000 / 12 / 248-302
1CrMo / 708M40 / H&T / 150 / 525 / 700-850 / 17 / 201-255
13 / 940 / 1075-1225 / 12 / 311-375
3CrMo / 722M24 / H&T / 152 / 680 / 850-1000 / 13 / 269-331
755 / 930-1080 / 12 / 269-331
2.5NiCrMo / 826M40 / H&T / 150 / 755 / 925-1075 / 12 / 269-331
850 / 1000-1150 / 12 / 293-352
1020 / 1150-1300 / 10 / 341-401
3NiCrMo / 830M31 / H&T / 254 / 650 / 850-1000 / 13 / 248-302
152 / 680 / 850-1000 / 12 / 248-302
64 / 940 / 1080-1240 / 11 / 311-375
1.5MnNiCrMo / 945M38 / H&T / 152 / 525 / 690-850 / 17 / 201-255
64 / 680 / 850-1000 / 13 / 248-302
29 / 850 / 1000-1160 / 12 / 293-352
APPENDIX C: STEEL APPLICATION AND HEAT-TREATING GUIDE[7]
USEOR
PART / Low-Carbon / Medium-Carbon / High-Carbon
Plain
Carbon
Or
Lean
Alloy / Alloy / Plain
Carbon
Or
Lean
Alloy / Medium
Alloy / Rich
Alloy
C 1020
C 1117 / A2315-20
3115-20
4615-20
5120
8620 / C1040-50 / A3140-50
4140-50
5145
8640-50
8740-50
6145 / A 4340
3250 / Oil
Hard-ening
Tool
Steel / Water
Hard-ening
Tool
Steel
Arbors / N,T / T / T
Armature shafts / T / T / T
Axles / C / C / N,T,A, / S,T, / T / T
Ball races / C / S / T / T / T
Bolts and studs / T,A / T / T
Bushings / C / C / T
Cams / C / T / T
Camshaft / C / C / T / T
Cant dogs / T
Chain Links / T
Chain Pins / C / C
Chuck Jaws / C / T / T
Chuck screws / N,A / T
Clutches / T / T
Collets / T / T
Connecting Rods / T / T
Crankshafts / N,S,A / S,T / S,T
Drift Pins / N / T
Engine bolts / C / C / N,T / T
Gears / C / C / N,S,T,A / S,T / S,T / T
Guide Pins / T / T
Mandrels / C / C / T
Pinions / C / C / N,S,T / S,T / S,T / T
Pins / C / T / T
Pistons / C / T
Pump Shafts / N,T,A / T
Rollers / C / C
Rolls / C / C / S / S,T / S,T / T / T
Lead Screws / N,A / T
Set Screws / T / T
Spindles / C / C / S,T,A, / S,T, / S,T / T / T
Stay Bolts / N / A
Thrust washers / C / T
Turbine Shafts / N,T,A / T
Turnbuckles / T / T
U bolts / T / T
Universal Joint Pins / C / C
Universal joint bodies / N,T,A, / T / T
Worm Gears / C / C / S,T / S,T
N=Normalised; C= Case-hardened; S= Surface-hardened; T= Through-hardened; A= As-rolled
1
[1] Shigley Joseph, Mechanical Engineering Design, First Metric Edition, , McGraw Hill, 1986,page 660
[2] Shigley, Joseph E., Mechanical Engineering Design, pp. 664, McGraw-Hill Inc., 1986
[3] British Standards Institution, BS 970: Part 1: 1983
[4] HR-Hot rolled and normalised
[5] CD-Cold drawn
[6] H&T-Hardened and tempered
[7] pp. 10, ASME Handbook, Metals Engineering-Processes, McGraw-Hill Book Company, 1958