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Materials Science covers atomic bonding, crystal structures, defects, phase diagrams, mechanical properties, and failure. Exams mix calculation questions — Miller indices, lever rule, stress-strain analysis — with conceptual questions on strengthening mechanisms and material selection. Practice exams with solutions show exactly how much working each question type expects.

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Topics typically tested

  • Crystal structures & Miller indices
  • Defects & diffusion
  • Stress-strain behavior & hardness
  • Binary phase diagrams & the lever rule
  • Strengthening mechanisms
  • Fracture, fatigue & creep

Sample Materials Science exam questions

Three original questions in the style of a real Materials Science exam, each with a worked solution. Your own practice exam can be built from your course's notes and syllabus.

Question 1Multiple choiceCrystal structures & Miller indices

Aluminum has the face-centred cubic (FCC) crystal structure, an atomic radius of 0.143 nm and an atomic weight of 26.98 g/mol. Avogadro's number is 6.022×10236.022\times 10^{23} atoms/mol. Treating the atoms as hard spheres that touch along the close-packed direction, what is the theoretical density of aluminum?

  1. A.

    0.677 g/cm³

  2. B.

    2.71 g/cm³

  3. C.

    1.35 g/cm³

  4. D.

    7.66 g/cm³

Worked solution
Answer:B

Theoretical density is the mass of the atoms in one unit cell divided by the volume of the cell:

ρ=nAVCNA\rho = \frac{nA}{V_C N_A}

where nn is the number of atoms per unit cell, AA the atomic weight, VCV_C the unit-cell volume and NAN_A Avogadro's number.

For FCC, n=4n = 4 (8 corner atoms at 1/8 each plus 6 face atoms at 1/2 each). The atoms touch along the face diagonal, which has length 4R4R and also equals a2a\sqrt{2}, so

a=22 R=22(0.143 nm)=0.4045 nm=4.045×10−8 cma = 2\sqrt{2}\,R = 2\sqrt{2}(0.143\,\text{nm}) = 0.4045\,\text{nm} = 4.045 \times 10^{-8}\,\text{cm} VC=a3=(4.045×10−8)3=6.618×10−23 cm3V_C = a^3 = (4.045 \times 10^{-8})^3 = 6.618 \times 10^{-23}\,\text{cm}^3 ρ=4(26.98)(6.618×10−23)(6.022×1023)=107.939.85=2.71 g/cm3\rho = \frac{4(26.98)}{(6.618 \times 10^{-23})(6.022 \times 10^{23})} = \frac{107.9}{39.85} = 2.71\,\text{g/cm}^3

This matches the measured density of aluminum (2.71 g/cm³), as expected for a close-packed metal with few defects.

The tempting answer 1.35 g/cm³ uses n=2n = 2, the atom count of a body-centred cubic cell, with the FCC lattice parameter; 0.677 g/cm³ uses n=1n = 1 (simple cubic). 7.66 g/cm³ comes from setting a=2Ra = 2R, the simple-cubic relation between radius and lattice parameter, while keeping n=4n = 4.

ρ=2.71 g/cm3\rho = 2.71\,\text{g/cm}^3

Question 2Short answerBinary phase diagrams & the lever rule

In a hypothetical binary system of metals A and B, an alloy containing 40 wt% B is held at a temperature inside the two-phase α+β\alpha + \beta field. At that temperature the phase diagram shows the α\alpha phase boundary at 10 wt% B and the β\beta phase boundary at 90 wt% B. Assuming equilibrium, what mass fraction of the alloy is the α\alpha phase, and what is the composition of each phase?

Worked solution
Answer:

WαW_\alpha = 0.625 (and WβW_\beta = 0.375); the α phase is 10 wt% B and the β phase is 90 wt% B

At equilibrium in a two-phase region the compositions of the phases are fixed by the ends of the tie line at that temperature, not by the overall alloy composition. So the α\alpha phase contains 10 wt% B and the β\beta phase contains 90 wt% B, regardless of how much of each is present.

The amounts of the phases follow from a mass balance on component B, which is the lever rule. Let WαW_\alpha and WβW_\beta be the mass fractions of the phases, with Wα+Wβ=1W_\alpha + W_\beta = 1. The B in the alloy must equal the B in the two phases combined:

C0=WαCα+WβCβ  ⇒  40=10 Wα+90(1−Wα)C_0 = W_\alpha C_\alpha + W_\beta C_\beta \;\Rightarrow\; 40 = 10\,W_\alpha + 90(1 - W_\alpha) Wα=Cβ−C0Cβ−Cα=90−4090−10=5080=0.625W_\alpha = \frac{C_\beta - C_0}{C_\beta - C_\alpha} = \frac{90 - 40}{90 - 10} = \frac{50}{80} = 0.625 Wβ=C0−CαCβ−Cα=40−1080=0.375W_\beta = \frac{C_0 - C_\alpha}{C_\beta - C_\alpha} = \frac{40 - 10}{80} = 0.375

Each phase fraction uses the opposite arm of the lever: the alloy composition (40) is closer to the α\alpha end (10) than to the β\beta end (90), so α\alpha is the majority phase. The fractions are consistent with the overall composition, since 0.625(10)+0.375(90)=6.25+33.75=400.625(10) + 0.375(90) = 6.25 + 33.75 = 40 wt% B.

Wα=0.625W_\alpha = 0.625 and Wβ=0.375W_\beta = 0.375; α\alpha is 10 wt% B and β\beta is 90 wt% B

Question 3Worked problemStress-strain behavior & hardness

A cylindrical steel specimen with an original diameter of 10.0 mm and a gauge length of 50.0 mm is loaded in tension. The steel has an elastic modulus of 200 GPa, a Poisson's ratio of 0.30 and a yield strength of 350 MPa. A tensile load of 20.0 kN is applied. (a) Show that the deformation is elastic. (b) Find the engineering stress and the engineering strain. (c) Find the elongation of the gauge length. (d) Find the change in the specimen's diameter.

Worked solution
Answer:

(a) σ = 255 MPa < 350 MPa, so elastic; (b) σ = 255 MPa, ε = 1.27 × 10⁻³; (c) ΔL = 0.0637 mm; (d) Δd = −0.00382 mm (the diameter decreases)

The stress is needed for the elastic check, so it comes first. Engineering stress uses the original cross-sectional area:

A0=πd024=π(10.0×10−3)24=7.854×10−5 m2A_0 = \frac{\pi d_0^2}{4} = \frac{\pi(10.0 \times 10^{-3})^2}{4} = 7.854 \times 10^{-5}\,\text{m}^2 σ=FA0=20.0×1037.854×10−5=254.6×106 Pa=255 MPa\sigma = \frac{F}{A_0} = \frac{20.0 \times 10^3}{7.854 \times 10^{-5}} = 254.6 \times 10^6\,\text{Pa} = 255\,\text{MPa}

(a) Since 255 MPa is below the yield strength of 350 MPa, the specimen is still on the linear portion of the stress–strain curve, Hooke's law applies, and the deformation recovers fully on unloading.

(b) Hooke's law gives the axial strain:

ε=σE=254.6×106200×109=1.273×10−3\varepsilon = \frac{\sigma}{E} = \frac{254.6 \times 10^6}{200 \times 10^9} = 1.273 \times 10^{-3}

(c) Strain is elongation per unit original length, so

ΔL=εL0=(1.273×10−3)(50.0 mm)=0.0637 mm\Delta L = \varepsilon L_0 = (1.273 \times 10^{-3})(50.0\,\text{mm}) = 0.0637\,\text{mm}

(d) Poisson's ratio relates the lateral strain to the axial strain, εx=−νεz\varepsilon_x = -\nu\varepsilon_z; the minus sign records that the specimen gets thinner as it stretches:

εx=−0.30(1.273×10−3)=−3.82×10−4\varepsilon_x = -0.30(1.273 \times 10^{-3}) = -3.82 \times 10^{-4} Δd=εxd0=(−3.82×10−4)(10.0 mm)=−0.00382 mm\Delta d = \varepsilon_x d_0 = (-3.82 \times 10^{-4})(10.0\,\text{mm}) = -0.00382\,\text{mm}

The diameter shrinks by about 4 micrometres, roughly 6% of the elongation, which is the expected ratio since ν d0/L0=0.30(10/50)=0.06\nu\,d_0/L_0 = 0.30(10/50) = 0.06.

(a) Elastic, since σ=255 MPa<σy=350 MPa\sigma = 255\,\text{MPa} < \sigma_y = 350\,\text{MPa}; (b) σ=255\sigma = 255 MPa, ε=1.27×10−3\varepsilon = 1.27 \times 10^{-3}; (c) ΔL=0.0637\Delta L = 0.0637 mm; (d) Δd=−0.00382\Delta d = -0.00382 mm (a decrease)

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