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22-Mec-B1 Advanced Machine Design · May 2016

Question 6 of 6: Notched Bar in Axial Fatigue

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

Notes on this paper

National Exams — May 2016 · 07-Mec-B1 Advanced Machine Design. Open-book, 3 hours, 100 marks. Part I (Problems 1–2) is compulsory; candidates answer any three of the four Part II problems (3–6). For study value, complete worked solutions to all six problems are provided below.

Reference texts. R.G. Budynas & J.K. Nisbett, Shigley’s Mechanical Engineering Design, 10th ed. (power screws §8-2, clutches §16-5, shaft fatigue §7-4/§6, notch factors §6-10); R.C. Juvinall & K.M. Marshek, Fundamentals of Machine Component Design (screws, clutches); R.C. Hibbeler, Mechanics of Materials (beam reactions, bending stress, deflection).

Check — assumptions stated per the exam rubric. (1) “ton” is read as the US short ton (2000 lb), consistent with the inch/ft·min/hp unit set of Problem 2. (2) In Problem 3 the concentrated couple Mz is taken counter-clockwise (out of the page, per the dot symbol in the figure); a clockwise reading would give RA = 0, RB = 9.5 kN. (3) In Problem 5 the fluctuating torque is assumed transmitted over the 18 in from the drive end to the load; no stress concentration is used as the problem directs.

Question 6: Notched Bar in Axial Fatigue (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. Bar $30\times22$ mm; transverse hole $d=10$ mm through the 30-mm width; axial force $F_{min}=8$ kN, $F_{max}=24$ kN; $S_{ut}=500$ MPa; reliability $99.999\%$.

FFhole d = 10width 30, thick 22 (mm)
Problem 6: axially loaded bar with a transverse central hole; net section is $(30-10)\times22$ mm.

Find. The fatigue stress-concentration factor $K_f$; the worst-case mean and alternating stresses; and the finite-life fatigue strength at $5\times10^5$ cycles.

Approach. Read $K_t$ for a transverse hole in an axially loaded bar ($d/w=1/3$), reduce it to $K_f$ with the Neuber notch sensitivity, resolve the force into mean/alternating parts on the net area, then build the Marin endurance limit and the $S=aN^b$ line to read $S_f$ at $5\times10^5$ cycles.

  1. Fatigue stress-concentration factor. For a transverse hole in a bar under axial load with $d/w=10/30=0.333$, the net-area geometric factor is $K_t\approx2.35$. The Neuber notch sensitivity for $S_{ut}=500$ MPa and hole radius $r=5$ mm gives $q\approx0.83$, so $$K_f=1+q(K_t-1)=1+0.83(1.35)=\boxed{2.12}.$$
  2. Load resolution and net section. The net area at the hole is $A=(30-10)(22)=440\ \text{mm}^2$. The mean and alternating forces are $F_m=\tfrac12(24+8)=16$ kN and $F_a=\tfrac12(24-8)=8$ kN, giving nominal net stresses $\sigma_{m,net}=36.4$ MPa and $\sigma_{a,net}=18.2$ MPa.
  3. Worst-case stresses. Applying $K_f$ to both components (no local yielding to relieve the mean), $$\sigma_a=K_f\sigma_{a,net}=2.12(18.2)=\boxed{38.5\ \text{MPa}},\qquad \sigma_m=K_f\sigma_{m,net}=2.12(36.4)=\boxed{77.0\ \text{MPa}}.$$
  4. Endurance limit (Marin). $S_e'=0.5S_{ut}=250$ MPa; machined $k_a=4.51\,S_{ut}^{-0.265}=0.869$; axial size factor $k_b=1$; axial load factor $k_c=0.85$; reliability $99.999\%\Rightarrow k_e=0.659$. Hence $$S_e=k_a k_c k_e S_e'=0.869(0.85)(0.659)(250)=122\ \text{MPa}.$$
  5. Finite-life fatigue strength. With $f=0.9$, the S–N constants are $a=(fS_{ut})^2/S_e=(450)^2/122=1665$ MPa and $b=-\tfrac13\log_{10}(fS_{ut}/S_e)=-0.189$. At $N=5\times10^5$ cycles, $$S_f=a\,N^{\,b}=1665\,(5\times10^5)^{-0.189}=\boxed{139\ \text{MPa}}.$$ Since the applied alternating stress (38.5 MPa) is well below $S_f$, the notched bar has ample fatigue margin at this life.
Final results — Problem 6
QuantityValue
Fatigue stress-concentration factor, $K_f$2.12
Worst-case alternating stress, $\sigma_a$38.5 MPa
Worst-case mean stress, $\sigma_m$77.0 MPa
Endurance limit, $S_e$122 MPa
Fatigue strength at $5\times10^5$ cycles139 MPa

Generated 2026-07-23 05:09 UTC — Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)