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Torsion: Shear Stress & Twist ( )

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1 Torsion: Shear Stress & Twist (3.1-3.5)
MAE 314 – Solid Mechanics Yun Jing Torsion: Shear Stress & Twist

2 Torsion of Circular Shafts
In this chapter, we will examine uniaxial bars subject to torque. Where does this occur? Transmission Shaft Force Couples Torsion: Shear Stress & Twist

3 Torsion of Circular Shafts
We assume Bar is in pure torsion Small rotations (the length and radius will not change) How does the bar deform? Cross-section of the bar remains the same shape, bar is simply rotating. Cross-section remains perpendicular to axis of cylinder (cylinder does not warp). Not true for most non-circular bars Torsion: Shear Stress & Twist

4 Torsion: Shear Stress & Twist
Angle of Twist Deformation of a circular shaft subjected to pure torsion Fix left end of shaft A moves to A’  = angle of twist (in radians) What are the boundary conditions on ? (x) = 0 at x = 0 (x) =  at x = L For pure torsion,  is linear. x Torsion: Shear Stress & Twist

5 Torsion: Shear Stress & Twist
Shearing Strain Calculate the surface shear strain in the cylinder. For pure torsion (x) = x / L, so Torsion: Shear Stress & Twist

6 Torsion: Shear Stress & Twist
Shearing Strain Maximum shear strain on surface The maximum shear strain on the surface of the cylinder occurs when ρ=c. We can express the shearing strain at any distance from the axis of the shaft as Torsion: Shear Stress & Twist

7 Torsion: Shear Stress & Twist
Shearing Strain We can also apply the equation for maximum surface shear strain to a hollow circular tube. This applies for all types of materials: elastic, linear, non-linear, plastic, etc. c c Torsion: Shear Stress & Twist

8 Elastic Shearing Stress
Calculate shear stress in a bar made of linearly elastic material. Recall Hooke’s Law for shearing stress: τ=Gγ Torsion: Shear Stress & Twist

9 Torsion: Shear Stress & Twist
Torque We still need to relate τ to the applied torque T, which is generally the known, applied load. First, find the resultant moment acting on a cross-section and set this equal to T. c Torsion: Shear Stress & Twist

10 Torsion: Shear Stress & Twist
Torque Continuing from previous slide: Where J is the polar moment of inertia of the cross section of the bar (see Appendix A.3 in your textbook). Plug this into the equation for τmax. Torsion: Shear Stress & Twist

11 Torsion: Shear Stress & Twist
Torque For a non-uniform bar For a continuously varying bar Torsion: Shear Stress & Twist

12 Torsion: Shear Stress & Twist
Inclined Plane Cut a rectangular element along the plane at an angle θ. Torsion: Shear Stress & Twist

13 Torsion: Shear Stress & Twist
Inclined Plane y x Sum forces in x-direction. Sum forces in y-direction. Torsion: Shear Stress & Twist

14 Torsion: Shear Stress & Twist
Inclined Plane τmax occurs at θ = 0º, ±90º σmax occurs at θ = ±45º τmax = σmax When σθ is max, τθ = 0, and when τθ is max, σθ =0. Torsion: Shear Stress & Twist

15 Torsion: Shear Stress & Twist
Example Problem Part 1. For the 60 mm diameter solid cylinder and loading shown, determine the maximum shearing stress. Part 2. Determine the inner diameter of the hollow cylinder , of 80 mm outer diameter, for which the maximum stress is the same as in part 1. Torsion: Shear Stress & Twist

16 Torsion: Shear Stress & Twist
Example Problem Part 1. For the aluminum shaft shown (G = 27 GPa), determine the torque T that causes an angle of twist of 4o. Part 2. Determine the angle of twist caused by the same torque T in a solid cylindrical shaft of the same length and cross-sectional area. Torsion: Shear Stress & Twist

17 MAE 314 – Solid Mechanics Yun Jing
Torsion: Statically Indeterminate Problems and Transmission Shafts ( ) MAE 314 – Solid Mechanics Yun Jing Torsion: Statically Indeterminate Problems and Transmission Shafts

18 Statically Determinate Problems
Find the maximum shearing stress in each bar. T3 T2 T1 Torsion: Statically Indeterminate Problems and Transmission Shafts

19 Statically Indeterminate Problems
Method for torsion is the same as the method for statically indeterminate axial load deflection problems. Apply what you’ve already learned: M = R – N M = number of compatibility equations needed R = number of unknown reactions (or internal stresses) N = number of equilibrium equations Compatibility equations for a torsion problem are based on angle of twist. Torsion: Statically Indeterminate Problems and Transmission Shafts

20 Statically Indeterminate Problems
Find the largest torque T0 that can be applied to the end of shaft AB and the angle of rotation of the end A of shaft AB. Allowable shearing stress is LCD dCD dAB LAB rB rC Torsion: Statically Indeterminate Problems and Transmission Shafts

21 Torsion: Shear Stress & Twist
A circular shaft AB consists of a 10-in.-long, 7/8-in.-diameter steel cylinder, in which a 5-in.long,5/8-in.-diameter cavity has been drilled from end B. The shaft is attached to fixed supports at both ends, and a 90 lb.ft torque is applied at its midsection. Determine the torque exerted on the shaft by each of the supports. Torsion: Shear Stress & Twist

22 Torsion: Statically Indeterminate Problems and Transmission Shafts
In a transmission, a circular shaft transmits mechanical power from one device to another. ω = angular speed of rotation of the shaft The shaft applies a torque T to another device To satisfy equilibrium the other device applies torque T to the shaft. The power transmitted by the shaft is Generator Turbine Torsion: Statically Indeterminate Problems and Transmission Shafts

23 Torsion: Statically Indeterminate Problems and Transmission Shafts
Units for P=Tω ω = rad/s T = N·m (SI) T = ft·lb (English) P = Watts (1 W = 1 N·m/s) (SI) P = ft·lb/s (1 horsepower = hp = 550 ft·lb/s) (English) We can also express power in terms of frequency. Torsion: Statically Indeterminate Problems and Transmission Shafts

24 Torsion: Statically Indeterminate Problems and Transmission Shafts
Example Problem A 1.5 meter long solid steel shaft of 22 mm diameter is to transmit 12 kW. Determine the minimum frequency at which the shaft can rotate, knowing that G = 77.2 GPa, that the allowable shearing stress is 30 MPa, and that the angle of twist must not exceed 3.5o. Torsion: Statically Indeterminate Problems and Transmission Shafts

25 Stress Concentrations in Circular Shafts
Up to now, we assumed that transmission shafts are loaded at the ends through solidly attached, rigid end plates. In practice, torques are applied through flange couplings and fitted keyways, which produce high stress concentrations. One way to reduce stress concentrations is through the use of a fillet. Fitted keyway Flange coupling Torsion: Statically Indeterminate Problems and Transmission Shafts

26 Stress Concentrations in Circular Shafts
Maximum shear stress at the fillet Tc/J is calculated for the smaller-diameter shaft K = stress concentration factor Fillet Torsion: Statically Indeterminate Problems and Transmission Shafts

27 Torsion: Statically Indeterminate Problems and Transmission Shafts
Example Problem The stepped shaft shown rotates at 450 rpm. Knowing that r = 0.25 in, determine the maximum power that can be transmitted without exceeding an allowable shearing stress of 7500 psi. Torsion: Statically Indeterminate Problems and Transmission Shafts


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