Mechanics of Materials ENGR Lecture 22 Torsion 1

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Presentation transcript:

Mechanics of Materials ENGR 350 - Lecture 22 Torsion 1 I am strong because I’ve overcome weakness I am fearless because I’ve overcome fear I have a twisted sense of humor because I’ve overcome torsion -Dr. Dan

Torsion and torque Torsion - a state of being twisted Torque - a moment that tends to twist a member about it’s longitudinal axis A shaft is the simplest member that transmits a torque What are other things that experience torsion?

Torsion and Assumptions For solid and hollow circular cross-sections we make the following assumptions: Cross-sectional planes remain planar Radial lines on these planes remain straight Cross-sections rotate about the longitudinal axis, and remain perpendicular to that axis No axial strain present due to torsion These assumptions are not valid for anything other than a shaft with a circular cross-section! (solid or hollow)

Torsional Shear Strain Pure torsion All portions of the shaft are subjected to the same torque Side angle γ, - Constant throughout length of member Angle of twist 𝜙 - varies throughout length of member γ 𝜙 γ 𝜙1 γ 𝜙2

Developing the Shear Strain Equation Consider a small disk-shaped section of the shaft c – distance to from centerline to outside of shaft (shaft radius) Δx – small segment of shaft length ρ – radial distance from centerline Δϕ – change in twist over Δx

Developing the Shear Strain Equation Consider a small disk-shaped section of the shaft Defining γ: tan 𝛾 = 𝐷 ′ 𝐷′′ ∆𝑥 But can express D’D’’ using arc length tan 𝛾 = 𝜌∆∅ ∆𝑥

Developing the Shear Strain Equation Consider a small disk-shaped section of the shaft Small Angle Approximation: tan 𝛾 = 𝛾= 𝜌∆∅ ∆𝑥 Or, written as: 𝛾= 𝜌 ∆∅ ∆𝑥 Eqn. 6.1

Developing the shear strain equation Consider a small disk-shaped section of the shaft Max shear strain when ρ = c 𝛾 𝑚𝑎𝑥 =𝑐 ∆∅ ∆𝑥 Since linear, can express strain at a given distance from centerline as a ratio of the maximum shear strain: 𝛾 𝜌 = 𝜌 𝑐 𝛾 𝑚𝑎𝑥 Eqn. 6.2 Eqn. 6.3

Torsional Shear Stress Recall Hooke’s law for shear 𝜏=𝐺𝛾 Substitute this in to Eqn 6.3 to get: Shear stress is linear across the radius. It is zero in the center It is maximum at the outside Not just on the surface, but as  𝜏 𝜌 = 𝜌 𝑐 𝜏 𝑚𝑎𝑥 Eqn. 6.4

Relating Torque and Shear Stress Consider a torque applied to a shaft. The maximum shear stress resulting from that torque will be: 𝜏 𝑚𝑎𝑥 = 𝑇𝑐 𝐽 Where: T = applied torque c = Outer radius of shaft J = Polar moment of Inertia Alternatively, the shear stress any distance from the axis will be: 𝜏 𝜌 = 𝑇𝜌 𝐽 Eqn. 6.5 Eqn. 6.6

Polar moment of inertia (J) for circular sections Math people also call the PMI Polar Second Moment of Area For solid circular cross sections: For hollow circular cross sections:

Example Problem 1 𝜏 𝑚𝑎𝑥 = 𝑇𝑐 𝐽 A shaft is subjected to a torque of T=650 lb-in. Determine the maximum shear stress in the shaft. D=1 in, d=0.75in 𝐽= 𝜋 32 (1.0 𝑖𝑛) 4 − (0.75 𝑖𝑛) 4 =0.0671 𝑖𝑛 4 𝜏 𝑚𝑎𝑥 = 650 𝑙𝑏𝑓∗𝑖𝑛 ∗ 1(𝑖𝑛) 2 0.0671 𝑖𝑛 4 =4843 𝑙𝑏𝑓 𝑖𝑛 2 =4843 𝑝𝑠𝑖 𝜏 𝑚𝑎𝑥 = 𝑇𝑐 𝐽

Example Problem 2 – Driveshaft on Camaro ZL1 Engine torque is 650 lbf-ft. But first gear of transmission is 4.06 : 1 ratio. The driveshaft is 3.0” diameter with a wall thickness of 0.083”. Determine the maximum shear stress in the driveshaft. 𝜏 𝑚𝑎𝑥 = 𝑇𝑐 𝐽 𝐽= 𝜋 32 (3.0 𝑖𝑛) 4 − (2.834 𝑖𝑛) 4 =1.619 𝑖𝑛 4 𝜏 𝑑𝑟𝑖𝑣𝑒𝑠ℎ𝑎𝑓𝑡 =650 𝑙𝑏𝑓∗𝑓𝑡 ∗4.06∗12 𝑖𝑛 𝑓𝑡 =31,668 𝑙𝑏𝑓∗𝑖𝑛 𝜏 𝑚𝑎𝑥 = 31,668 𝑙𝑏𝑓∗𝑖𝑛 ∗ 3.0 (𝑖𝑛) 2 1.619 𝑖𝑛 4 =29,335 𝑙𝑏𝑓 𝑖𝑛 2 =29.3 𝑘𝑠𝑖

Then why did this happen?

Example Problem 3 – Axle shaft on Camaro ZL1 Engine torque is 650 lbf-ft. First gear is 4.06 : 1 ratio. Rear differential has a 3.73 : 1 reduction. Each half shaft is a solid 1.25” diameter. Determine the maximum shear stress in each half shaft. 𝜏 𝑚𝑎𝑥 = 𝑇𝑐 𝐽 𝐽= 𝜋 32 (1.25 𝑖𝑛) 4 − (0.0 𝑖𝑛) 4 =0.2397 𝑖𝑛 4 𝜏 ℎ𝑎𝑙𝑓𝑠ℎ𝑎𝑓𝑡 =31,668 𝑙𝑏𝑓∗𝑖𝑛 ∗ 3.73 2 =59,061 𝑙𝑏𝑓∗𝑖𝑛 𝜏 𝑚𝑎𝑥 = 59,061 𝑙𝑏𝑓∗𝑖𝑛 ∗ 1.25 (𝑖𝑛) 2 .2397 𝑖𝑛 4 =154,000 𝑙𝑏𝑓 𝑖𝑛 2 =154 𝑘𝑠𝑖 Note: You’re unlikely to find steel that can sustain 154 ksi of shear stress. So why don’t all the axles on ZL1 Camaros break?

Torsion Problem Tips How to find torque on Segment AB? Segment BC? Segment CD? Sometimes you know the torque and allowable shear stress Need to solve for the diameter. Equation solver will be your friend. But can do with substitution.

Where else do you see torsion?