Top Banner
STRUCTURAL MECHANICS: CE203 Chapter 5 Torsion Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson Dr B. Achour & Dr Eng. K. El-kashif Civil Engineering Department, University of Hail, KSA (Spring 2011) Chapter 5: Torsion
25
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
  • STRUCTURAL MECHANICS: CE203Chapter 5

    Torsion

    Notes are based on Mechanics of Materials: by R. C. Hibbeler, 7th Edition, Pearson

    Dr B. Achour & Dr Eng. K. El-kashifCivil Engineering Department, University of Hail, KSA(Spring 2011)

    Chapter 5: Torsion

    Chapter 5: Torsion

  • Chapter 5: TorsionTorsional Deformation of a Circular ShaftTorque is a moment that twists a member about its longitudinal axis.If the angle of rotation is small, the length of the shaft and its radius will remain unchanged.

    Chapter 5: Torsion

  • Chapter 5: TorsionThe Torsion FormulaWhen material is linear-elastic, Hookes law applies. A linear variation in shear strain leads to a corresponding linear variation in shear stress along any radial line on the cross section.

    Chapter 5: Torsion

  • Chapter 5: TorsionThe Torsion FormulaIf the shaft has a solid circular cross section,

    If a shaft has a tubular cross section,

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.2The solid shaft of radius c is subjected to a torque T. Find the fraction of T that is resisted by the material contained within the outer region of the shaft, which has an inner radius of c/2 and outer radius c.Solution:Stress in the shaft varies linearly, thusThe torque on the ring (area) located within the lighter-shaded region isFor the entire lighter-shaded area the torque is

    Chapter 5: Torsion

  • Chapter 5: TorsionSolution:Using the torsion formula to determine the maximum stress in the shaft, we haveSubstituting this into Eq. 1 yields

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.3The shaft is supported by two bearings and is subjected to three torques. Determine the shear stress developed at points A and B, located at section aa of the shaft.Solution:From the free-body diagram of the left segment,The polar moment of inertia for the shaft isSince point A is at = c = 75 mm,Likewise for point B, at =15 mm, we have

    Chapter 5: Torsion

  • Chapter 5: TorsionPower TransmissionPower is defined as the work performed per unit of time.For a rotating shaft with a torque, the power is

    Since , the power equation is

    For shaft design, the design or geometric parameter is

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.5A solid steel shaft AB is to be used to transmit 3750 W from the motor M to which it is attached. If the shaft rotates at w =175 rpm and the steel has an allowable shear stress of allow allow =100 MPa, determine the required diameter of the shaft to the nearest mm.Solution:The torque on the shaft isSinceAs 2c = 21.84 mm, select a shaft having a diameter of 22 mm.

    Chapter 5: Torsion

  • Chapter 5: TorsionAngle of TwistIntegrating over the entire length L of the shaft, we have

    Assume material is homogeneous, G is constant, thus

    Sign convention is determined by right hand rule, = angle of twistT(x) = internal torqueJ(x) = shafts polar moment of inertia G = shear modulus of elasticity for the material

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.8The two solid steel shafts are coupled together using the meshed gears. Determine the angle of twist of end A of shaft AB when the torque 45 Nm is applied. Take G to be 80 GPa. Shaft AB is free to rotate within bearings E and F, whereas shaft DC is fixed at D. Each shaft has a diameter of 20 mm.Solution:From free body diagram,Angle of twist at C isSince the gears at the end of the shaft are in mesh,

    Chapter 5: Torsion

  • Chapter 5: TorsionSolution:Since the angle of twist of end A with respect to end B of shaft AB caused by the torque 45 Nm,The rotation of end A is therefore

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.10The tapered shaft is made of a material having a shear modulus G. Determine the angle of twist of its end B when subjected to the torque.Solution:From free body diagram, the internal torque is T.Thus, at x,For angle of twist,

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.11The solid steel shaft has a diameter of 20 mm. If it is subjected to the two torques, determine the reactions at the fixed supports A and B.Solution:By inspection of the free-body diagram,Since the ends of the shaft are fixed,Using the sign convention,Solving Eqs. 1 and 2 yields TA = -345 Nm and TB = 645 Nm.

    Chapter 5: Torsion

  • Chapter 5: TorsionSolid Noncircular ShaftsThe maximum shear stress and the angle of twist for solid noncircular shafts are tabulated as below:

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.13The 6061-T6 aluminum shaft has a cross-sectional area in the shape of an equilateral triangle. Determine the largest torque T that can be applied to the end of the shaft if the allowable shear stress is allow = 56 MPa and the angle of twist at its end is restricted to allow = 0.02 rad. How much torque can be applied to a shaft of circular cross section made from the same amount of material? Gal = 26 GPa.Solution:By inspection, the resultant internal torque at any cross section along the shafts axis is also T.By comparison, the torque is limited due to the angle of twist.

    Chapter 5: Torsion

  • Chapter 5: TorsionSolution:For circular cross section, we haveThe limitations of stress and angle of twist then requireAgain, the angle of twist limits the applied torque.

    Chapter 5: Torsion

  • Chapter 5: TorsionThin-Walled Tubes Having Closed Cross SectionsShear flow q is the product of the tubes thickness and the average shear stress.

    Average shear stress for thin-walled tubes is

    For angle of twist, = average shear stressT = resultant internal torque at the cross sectiont = thickness of the tubeAm = mean area enclosed boundary

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.14Calculate the average shear stress in a thin-walled tube having a circular cross section of mean radius rm and thickness t, which is subjected to a torque T. Also, what is the relative angle of twist if the tube has a length L?Solution:The mean area for the tube isFor angle of twist,

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.16A square aluminum tube has the dimensions. Determine the average shear stress in the tube at point A if it is subjected to a torque of 85 Nm. Also compute the angle of twist due to this loading. Take Gal = 26 GPa.Solution:By inspection, the internal resultant torque is T = 85 Nm.The shaded area isFor average shear stress,

    Chapter 5: Torsion

  • Chapter 5: TorsionSolution:For angle of twist,Integral represents the length around the centreline boundary of the tube, thus

    Chapter 5: Torsion

  • Chapter 5: TorsionStress ConcentrationTorsional stress concentration factor, K, is used to simplify complex stress analysis.The maximum shear stress is then determined from the equation

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.18The stepped shaft is supported by bearings at A and B. Determine the maximum stress in the shaft due to the applied torques. The fillet at the junction of each shaft has a radius of r = 6 mm.Solution:By inspection, moment equilibrium about the axis of the shaft is satisfiedThe stress-concentration factor can be determined by the graph using the geometry,Thus, K = 1.3 and maximum shear stress is

    Chapter 5: Torsion

  • Chapter 5: TorsionInelastic TorsionConsidering the shear stress acting on an element of area dA located a distance p from the center of the shaft,

    Shearstrain distribution over a radial line on a shaft is always linear.Perfectly plastic assumes the shaft will continue to twist with no increase in torque.It is called plastic torque.

    Chapter 5: Torsion

  • Chapter 5: TorsionExample 5.20A solid circular shaft has a radius of 20 mm and length of 1.5 m. The material has an elasticplastic diagram as shown. Determine the torque needed to twist the shaft = 0.6 rad.Solution:The maximum shear strain occurs at the surface of the shaft,The radius of the elastic core can be obtained byBased on the shearstrain distribution, we have

    Chapter 5: Torsion

    **