22-Mec-B9 Advanced Engineering Structures · May 2018
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Paper format. National Exams, May 2018 — 16-Mec-B9 Advanced Engineering Structures. Three hours, open book, any non-communicating calculator permitted. Eight questions are printed, each worth 20 marks, and the rubric states that any five constitute a complete exam paper. All eight are worked here. Marks for the individual parts are those printed inside each problem.
Reference texts. T. H. G. Megson, Aircraft Structures for Engineering Students, 6th ed. (thin-walled open and closed sections, shear flow, shear centre, multi-cell torsion, crack growth and Miner cumulative damage); A. P. Boresi and R. J. Schmidt, Advanced Mechanics of Materials, 6th ed. (yield criteria, unsymmetrical bending, torsion of non-circular sections, shear centre); N. E. Dowling, Mechanical Behavior of Materials, 4th ed. (Paris law, Coffin–Manson, Palmgren–Miner); R. C. Hibbeler, Mechanics of Materials, 10th ed. (statically indeterminate axial members, thermal stress).
Check: the modulus printed for rod (2) in Question 1. The paper prints E2 = 95,000 GPa. No solid has a Young’s modulus of that order — diamond, the stiffest bulk material known, reaches about 1,200 GPa — so the value as printed is not physically realisable and is almost certainly a units slip for 95,000 MPa = 95 GPa, a figure entirely typical of an aluminium alloy and consistent with the way E1 = 150 GPa is written on the same line. Question 1 is therefore worked at E2 = 95 GPa, and the answers obtained by taking the printed number literally are carried alongside in the results table, because the two readings give opposite answers to part (b). Under the paper’s own instruction 1, a candidate should record this assumption with the answer script.
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. Four strain-cycling test points for an aircraft component, and a two-block service history.
| Range of plastic strain Δε | Cycles to failure N |
|---|---|
| 0.0500 | 150 |
| 0.0211 | 1100 |
| 0.0160 | 2200 |
| 0.0084 | 12000 |
In service the component sees \(\Delta\varepsilon = 0.015\) for the first 500 cycles and \(\Delta\varepsilon = 0.009\) for the remainder of its life.
Find. (a) the constants C and α in \(\Delta\varepsilon = C N^{\alpha}\), and (b) the total number of cycles to failure under the two-block history, using Miner’s rule.
Approach. The proposed law is a straight line in log–log axes, so fit it by least squares on the logarithms; then invert the law to get the allowable life at each service strain and sum the damage fractions to unity.
It is worth noticing how lopsided the answer is. The high-strain block is short but expensive, and the low-strain block is long but cheap: 500 cycles at 0.015 cost as much life as 1750 cycles at 0.009 would. That is the practical value of a cumulative-damage calculation — it converts a mixed history into a single number that can be compared with an inspection or retirement interval.
| Quantity | Value |
|---|---|
| (a) Coefficient C | 0.3766 |
| (a) Exponent α | −0.4076 |
| Quality of the fit (r² on logarithms) | 0.9985 |
| Life at Δε = 0.015 | 2717 cycles |
| Life at Δε = 0.009 | 9514 cycles |
| Damage used in the first block | 0.184 |
| Cycles endured in the second block | 7763 cycles |
| (b) Total life | 8263 cycles |