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22-Mec-B8 Engineering Materials · May 2016

Question 6 of 8: Aluminium–lithium substitution for aircraft floor beams

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

Notes on this paper

Paper format. National Exams, May 2016 — 07-Mec-B8 Engineering Materials. Three hours, open book; any non-communicating calculator permitted. Eight problems, all of equal value; any five of the eight constitute a complete paper, so each problem is worth 20 marks. Candidates are urged to submit a clear statement of any assumptions made. All eight problems are solved below, because the set as a whole is the study resource.

Reference texts (22-Mec-B8 Engineering Materials).

  • Askeland & Wright, The Science and Engineering of Materials, 7th ed. — the primary syllabus text.
  • Callister & Rethwisch, Materials Science and Engineering: An Introduction, 10th ed.
  • Shackelford, Introduction to Materials Science for Engineers, 8th ed.
  • Fontana, Corrosion Engineering, 3rd ed. — galvanic series, sacrificial protection and Faraday's law.
  • Ashby, Materials Selection in Mechanical Design, 5th ed. — selection criteria and material indices.
  • Polmear, Light Alloys, 5th ed. — aluminium tempers, Al–Li alloys and maraging steels.
  • Strong, Fundamentals of Composites Manufacturing, 2nd ed. — FRP consolidation routes.

Note on this sitting. Two questions carry data specific to this paper — the aluminium–lithium floor beams (Q6) and the magnesium anode (Q8) — and both are worked from this paper's own numbers. Question 1 sets the weight growth of the stretched aircraft at 40 %, which drives the damage-tolerance arithmetic; Question 7 sets the mixed-microstructure targets at 50/50 and 75/25.

Question 6: Aluminium–lithium substitution for aircraft floor beams (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. One set of floor beams, to be re-made in a second alloy to the same geometry:

Given data
QuantitySymbolValue
Incumbent alloy—Al − 5.5 wt% Cu − 1.6 wt% Mg − 1.2 wt% Mn
Proposed alloy—Al − 5 wt% Li − 1 wt% Cu
Mass of the existing floor beamsW110 500 kg
Weight reduction requestedΔWreq1500 kg
Density of aluminiumρAl2.70 g/cm3
Density of copperρCu8.92 g/cm3
Density of magnesiumρMg1.74 g/cm3
Density of manganeseρMn7.47 g/cm3
Density of lithiumρLi0.53 g/cm3

Find. The weight saving delivered by substituting the Al–Li alloy for the incumbent alloy at unchanged beam geometry, expressed as a percentage, and hence whether the engineer is right that it delivers “almost all” of the customer’s 1500 kg requirement.

Mass removed from the floor beams (kg) — full scale030060090012001500delivered1465 kgrequested1500 kgBefore: 10500 kgAfter: 9035 kg(same volume)Detail: the last 150 kg, magnified 3.6×1400142514501475150015251550delivered 1465 kgrequested 1500 kgshortfall 35.0 kgThe Al–Li beams give up 1465 kg — 97.7 % of the 1500 kg asked for.“Almost all” of the objective is met; the last 35 kg must come from elsewhere.
The saving the substitution delivers set against the saving the customer asked for. At full scale the two are almost the same length, which is the answer in one glance; the magnified panel underneath is what makes the residual 35 kg shortfall — 2.3 % of the target — legible at all.

Approach. Compute each alloy’s density as the weight-fraction-weighted average the question prescribes, note that re-making the same beams in a different alloy preserves the volume rather than the mass, and scale the mass by the density ratio.

  1. Write out the weight fractions of both alloys. The alloying additions are quoted in weight per cent and aluminium makes up the balance: $$\text{incumbent:}\quad w_{Cu} = 0.055,\quad w_{Mg} = 0.016,\quad w_{Mn} = 0.012$$ $$w_{Al} = 1 - 0.055 - 0.016 - 0.012 = 0.917$$ $$\text{proposed:}\quad w_{Li} = 0.050,\quad w_{Cu} = 0.010,\quad w_{Al} = 0.940$$ Each set sums to unity, which is the check to make before going any further.
  2. Compute the density of the incumbent alloy. Taking the weighted average of density that the question prescribes, $$\rho_1 = \sum w_i\rho_i = 0.917(2.70) + 0.055(8.92) + 0.016(1.74) + 0.012(7.47)$$ $$\rho_1 = 2.4759 + 0.4906 + 0.0278 + 0.0896 = 3.0840\ \text{g/cm}^3$$ The alloying additions raise the density about 14 % above pure aluminium. The copper accounts for most of that on its own — it is more than three times as dense as the base metal — with the manganese contributing about a fifth as much again and the magnesium, lighter than aluminium, pulling very slightly the other way.
  3. Compute the density of the Al–Li alloy. By the same rule, $$\rho_2 = 0.940(2.70) + 0.050(0.53) + 0.010(8.92)$$ $$\rho_2 = 2.5380 + 0.0265 + 0.0892$$ $$\boxed{\ \rho_2 = 2.6537\ \text{g/cm}^3\ }$$ Lithium is the lightest metallic element, so a 5 wt % addition buys a 14.0 % density reduction relative to the incumbent alloy even after allowing for the copper that goes with it.
  4. Recognise that the substitution preserves volume, not mass. The beams are re-made to the same drawing, so their geometry — and therefore their volume — is unchanged: $$V = \frac{W_1}{\rho_1} = \frac{10\,500\ \text{kg}}{3084.0\ \text{kg/m}^3} = 3.405\ \text{m}^3$$ This is the pivot of the whole question. A candidate who scales masses directly by the weight fractions, rather than through the common volume, gets a meaningless answer.
  5. Find the mass of the substituted beams. Filling that same volume with the lighter alloy, $$W_2 = \rho_2 V = W_1\frac{\rho_2}{\rho_1} = 10\,500\times\frac{2.6537}{3.0840} = 10\,500(0.86048)$$ $$\boxed{\ W_2 = 9035.0\ \text{kg}\ }$$
  6. Evaluate the saving and answer the question asked. Subtracting, $$\Delta W = W_1 - W_2 = 10\,500 - 9035.0$$ $$\boxed{\ \Delta W = 1465.0\ \text{kg}\ = 13.95\ \%\ \text{of the beam mass}\ }$$ That percentage is what the question asks for, and the second percentage follows from it directly.
  7. Compare the saving with what the customer asked for. Expressing the delivered saving as a fraction of the requested 1500 kg, $$\frac{\Delta W}{\Delta W_{req}} = \frac{1465.0}{1500} = 0.9766$$ $$\boxed{\ 97.7\ \%\ \text{of the objective, short by }35.0\ \text{kg}\ }$$ So the engineer’s claim is upheld as stated: almost all of the weight-saving objective can indeed be met by the substitution, but not the whole of it. The honest report says the floor-beam change delivers 1465 kg and that the remaining 35 kg — a fifth of one per cent of the beam mass — has to be found somewhere else in the airframe, or negotiated away. A candidate who answers a bare “yes” has not read the word almost in the question; a candidate who answers “no” because 1465 < 1500 has missed it just as badly in the other direction.
Results for the Al–Li substitution
QuantitySymbolValue
Density of Al–5.5Cu–1.6Mg–1.2Mnρ13.0840 g/cm3
Density of Al–5Li–1Cuρ22.6537 g/cm3
Volume of the floor beams (unchanged)V3.405 m3
Mass of the substituted beamsW29035.0 kg
Weight saving deliveredΔW1465.0 kg
Weight saving as a percentage of beam massΔW/W113.95 %
Weight saving requestedΔWreq1500 kg
Fraction of the objective achievedΔW/ΔWreq97.7 % (short by 35.0 kg)
Verdict—“Almost all” is correct — 97.7 % of the target, not 100 %

Check: the exam directs that weighted averages of density be used, i.e. ρ = Σwiρi, and that prescription is followed above. The rigorous volumetric mixture rule, 1/ρ = Σwi/ρi, gives ρ1 = 2.8043 and ρ2 = 2.2542 g/cm3 and hence a saving of 2060 kg, or 19.6 %. Here the choice of rule changes the verdict: the prescribed weighted average falls 35 kg short of the 1500 kg target while the volumetric rule clears it by 560 kg. The exam prescribes the weighted average, so that is the answer given above, but the sensitivity should be stated rather than hidden — it is exactly the kind of convention that a real weight statement has to fix in writing. Two further engineering caveats belong in any real report: the calculation assumes the beams are re-made to identical geometry, whereas Al–Li also has a 5–10 % higher specific modulus and could be re-sized for further saving; and it assumes the entire 1500 kg of airframe reduction is to come from the floor beams alone.