Analysis of Uniformly Tapering Circular Rod
A circular bar whose diameter gradually reduces from D₁ at one end to D₂ at the other end is shown in Fig. 1.13. Such a bar is said to be uniformly tapering.
Let:
P = Axial tensile load acting on the bar
L = Total length of the bar
E = Young’s Modulus of the material
Diameter at any Section
Consider a very small element of the rod at a distance x from the left end. The diameter at this section may be written as:
Dâ‚“ = D₁ − kx
where
k = (D₁ − D₂) / L
Area of Cross-Section at Distance x
Aâ‚“ = (Ï€/4) × (D₁ − kx)²
Stress at Distance x
The stress in the infinitesimal section is:
σₓ = P / Aâ‚“ σₓ = 4P / [Ï€ (D₁ − kx)²]
Strain at Distance x
eâ‚“ = σₓ / E eâ‚“ = 4P / [Ï€E (D₁ − kx)²]
Extension of a Small Element dx
dL = eâ‚“ × dx dL = [4P dx] / [Ï€E (D₁ − kx)²]
Total Extension of the Rod
To get the overall elongation, integrate from x = 0 to x = L:
L_total = ∫ (4P / Ï€E (D₁ − kx)² ) dx
Performing the integration:
L_total = (4P / πEk)
× [ 1 / (D₁ − kx) ] from 0 to L
Substituting limits:
L_total = (4P / Ï€Ek) × [ (1/D₂) − (1/D₁) ]
Final Expression
Total extension, ΔL = (4P / Ï€E (D₁ − D₂)) × ( 1/D₂ − 1/D₁ )
Special Case – If Rod Has Uniform Diameter
If D₁ = D₂ = D, the extension reduces to:
ΔL = 4PL / (Ï€ E D²)
Problem 1.15 – Extension of a Uniformly Tapering Rod
Question
A circular rod tapers uniformly from a diameter of 40 mm at one end to 20 mm at the other end over a length of 400 mm. The rod is subjected to an axial tensile load of 5000 N. If E = 2.1 × 105 N/mm², determine the extension of the rod.
Given
Larger diameter, D₁ = 40 mm
Smaller diameter, D₂ = 20 mm
Length of rod, L = 400 mm
Axial load, P = 5000 N
Young’s modulus, E = 2.1 × 105 N/mm²
Formula for a Uniformly Tapering Circular Bar
For a bar tapering linearly from D₁ to D₂, the total extension is:
ΔL = (4 P L) / (Ï€ E D₁ D₂)
Calculation
ΔL = (4 × 5000 × 400) / (Ï€ × 2.1 × 105 × 40 × 20)
ΔL ≈ 0.01515 mm
Final Answer
Extension of the tapering rod ≈ 0.0152 mm.
Problem 1.16 – Finding Modulus of Elasticity of a Tapering Rod
Question
A circular rod tapers uniformly from 30 mm diameter at one end to 15 mm diameter at the other end over a length of 350 mm. The rod carries an axial load of 5.5 kN, and the measured extension is 0.025 mm. Determine the modulus of elasticity E of the material.
Given
Larger diameter, D₁ = 30 mm
Smaller diameter, D₂ = 15 mm
Length of rod, L = 350 mm
Axial load, P = 5.5 kN = 5500 N
Measured extension, ΔL = 0.025 mm
Using the Tapered Bar Formula
Again,
ΔL = (4 P L) / (Ï€ E D₁ D₂)
Rearrange to solve for E:
E = (4 P L) / (Ï€ D₁ D₂ ΔL)
Calculation
E = (4 × 5500 × 350) / (Ï€ × 30 × 15 × 0.025)
E ≈ 217865 N/mm² = 2.17865 × 105 N/mm²
Final Answer
Modulus of elasticity, E ≈ 2.18 × 105 N/mm².