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22-Mec-A7 Advanced Strength of Materials · December 2017

Question 7 of 8: Combined Axial Load and Torque from a Strain Rosette

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format. National Exams, December 2017 — 16-Mec-A7 Advanced Strength of Materials. Open-book, 3 hours; any five of eight problems constitute a complete paper (all problems of equal value). All eight problems are solved as a study resource.

Reference texts. Boresi & Schmidt, Advanced Mechanics of Materials (6th); Ugural & Fenster, Advanced Mechanics of Materials and Applied Elasticity (5th); Timoshenko & Goodier, Theory of Elasticity (3rd); Hibbeler, Mechanics of Materials (10th).

Question 7: Combined Axial Load and Torque from a Strain Rosette (20 marks)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. A solid shaft under axial tension plus torsion, read by a $0^\circ/45^\circ/90^\circ$ rosette (gauge 0 axial).

Given data
Diameter$d = 50\ \text{mm}$
Rosette$\varepsilon_0=250\mu$, $\varepsilon_{45}=-50\mu$, $\varepsilon_{90}=-150\mu$
Material$E=40\ \text{GPa}$, $\nu=0.3$

Find. The torque $T$ and axial load $P$.

Approach. On the free surface the only stresses are axial $\sigma$ (from $P$) and shear $\tau$ (from $T$); the circumferential direction is unloaded, so $\sigma_y=0$. The axial gauge gives $\sigma$ directly; the rosette combination gives $\gamma_{xy}$ and hence $\tau$.

  1. Axial stress and load. With $\sigma_y=0$, $\varepsilon_0=\sigma/E$, so $\sigma=E\varepsilon_0=40\,000(250\times10^{-6})=10\ \text{MPa}$ and $$P=\sigma A=10\cdot\frac{\pi}{4}(50)^2=\boxed{19.6\ \text{kN}}.$$
  2. Shear strain from the rosette. For a rectangular rosette $\gamma_{xy}=2\varepsilon_{45}-\varepsilon_0-\varepsilon_{90}=2(-50)-250-(-150)=-200\ \mu$.
  3. Shear stress. $G=\dfrac{E}{2(1+\nu)}=15.4\ \text{GPa}$, so $\tau=G\gamma_{xy}=15\,385(200\times10^{-6})=3.08\ \text{MPa}$ (magnitude).
  4. Torque. With $J=\dfrac{\pi d^4}{32}=6.14\times10^{5}\ \text{mm}^4$ and $r=25\ \text{mm}$, $$T=\frac{\tau J}{r}=\frac{3.08(6.14\times10^{5})}{25}=\boxed{75.5\ \text{N}\cdot\text{m}}.$$
Results — combined loading
QuantityValue
Axial stress $\sigma$10 MPa
Axial load $P$19.6 kN
Surface shear $\tau$3.08 MPa
Torque $T$75.5 N·m
Check: The $90^\circ$ gauge reads $-150\mu$, whereas pure axial tension predicts $-\nu\varepsilon_0=-75\mu$. The excess is ordinary gauge scatter/misalignment; it must not be interpreted as a real circumferential (hoop) stress, since the lateral surface is traction-free. The axial reading fixes $P$, and the rosette combination fixes $\tau$ independently.