Skip to content

Selecting materials

In one lineRank materials by the combination of properties the job rewards — a performance index — not by the biggest number on a datasheet.

Material choice is usually the largest single lever on mass, cost and risk, and it is made early, when changing your mind is cheap. It is also where designs most often go wrong for a simple reason: they get sized on the wrong number. A datasheet’s room-temperature typical yield is not the minimum strength at the service temperature, in the load direction, for the product form you can actually buy. This page is about making the right comparison first; the specification page is about pinning the result down on a drawing.

Ashby’s method turns a design requirement into that index in four steps:

  1. Function — what does the part do? (Contain pressure, carry a bending load, conduct heat.)
  2. Objective — what are you minimising or maximising? (Usually mass, sometimes cost or deflection.)
  3. Constraints — what must it achieve no matter what? (Not yield at proof, not burst, survive 150 °C, be weldable.)
  4. Free variables — what are you allowed to change? (Wall thickness, section size, the material itself.)

Write the objective, use the constraint to eliminate the free variable, and what remains is a group of material properties. Maximise that group.

A thin cylinder of radius rr and length LL holds pressure pp. Its mass is m=2πrL t ρm = 2\pi r L\,t\,\rho, and the wall must carry the hoop stress without exceeding the allowable σ\sigma: t=p r/σt = p\,r/\sigma. Substituting the free variable tt:

m=2πr2L p  ⋅  ρσ⟹maximise    M=σρm = 2\pi r^2 L\,p\;\cdot\;\frac{\rho}{\sigma} \qquad\Longrightarrow\qquad \text{maximise}\;\; M = \frac{\sigma}{\rho}

Everything before the dot is fixed by the design; only ρ/σ\rho/\sigma belongs to the material. That is the specific strength — the same index as a light tie in tension — and it is exactly why the case-sizing page reports pbV/Wp_bV/W.

One objective, three shapes, three indices

Three components that must be stiff at minimum mass. A tie in tension is best served by maximising E over density; a beam in bending by the square root of E over density; a panel in bending by the cube root of E over density. On a log–log chart of modulus against density those indices are straight lines of slope 1, 2 and 3.Tie in tensionstiffness ∝ E·A · free: area Amaximise E / ρlog ρ → ↑ log Eguideline slope 1Beam in bendingstiffness ∝ E·A² · free: section sizemaximise E½ / ρlog ρ → ↑ log Eguideline slope 2Panel in bendingstiffness ∝ E·t³ · free: thickness tmaximise E⅓ / ρlog ρ → ↑ log Eguideline slope 3
Shape changes the answer. A tie only needs area, so modulus pays off one-for-one. A beam or panel gets stiffness from its depth cubed, so a lighter, less stiff material can simply be made thicker — which is why aluminium, magnesium and composites win for panels even when steel wins for ties.

For a beam of square section with a stiffness target, deflection goes as 1/(E I)1/(E\,I) with I∝A2I \propto A^2; eliminating the area gives m∝ρ/E1/2m \propto \rho/E^{1/2}. For a panel of fixed width, I∝t3I \propto t^3, so m∝ρ/E1/3m \propto \rho/E^{1/3}. Taking logs turns each index into a straight line on a log–log property chart:

M=E1/2ρ    ⟹    log⁡E=2log⁡ρ+2log⁡MM = \frac{E^{1/2}}{\rho} \;\;\Longrightarrow\;\; \log E = 2\log\rho + 2\log M

— a line of slope 2. Every material on that line performs identically for the job; every material above it does better. That is the dashed guideline on the chart below.

Strength-per-weight rewards the strongest alloys — but toughness generally falls as strength rises. Two fracture indices capture the other side:

  • Yield before break, KIC/σyK_{IC}/\sigma_y — the critical crack size at yield scales with its square: ac=1π(KICYσy)2a_c = \frac{1}{\pi}\left(\frac{K_{IC}}{Y\sigma_y}\right)^2. Large is forgiving.
  • Leak before break, KIC2/σyK_{IC}^2/\sigma_y — the largest wall a pressure vessel can have and still leak before it breaks (see the leak-before-break screen).

On their own these pick soft, tough metals that are hopeless for a light case. Used together with the mass index they expose the real trade: how much toughness you give up for each kilogram saved.

Pick what you are designing, choose families, apply must-haves, then click any point (or table row) to make it the reference the guideline runs through. Hover for values.

Material selection chart
What are you designing?

Families
Must have
SteelsStainlessTitaniumAluminiumNickel & cobaltMagnesiumCopperRefractoryCompositesCarbon & ablativesPolymersElastomers

Ranking by the selected index

Typical room-temperature values for screening and ranking, not design allowables (shared with REF·DB v1). Strength is 0.2% proof for metals, failure stress for ceramics and ablatives, and fibre-direction strength for composites — a real laminate is far lower — so cross-family rankings involving composites flatter them. Toughness is indicative.

Worked example — choosing a case material

Section titled “Worked example — choosing a case material”

Function: contain chamber pressure. Objective: minimum mass. Constraints: weldable, service temperature at least 150 °C, metallic (for this example). Free variable: wall thickness.

  1. Rank by σy/ρ\sigma_y/\rho (the chart’s default). The top eight, in kN·m/kg:

    #Materialσy/ρ\sigma_y/\rhoKIC/σyK_{IC}/\sigma_y (√m)Crack at yield, Y=1.12Y = 1.12
    1Maraging 18Ni-3002330.0430.47 mm
    2Ti-6Al-2Sn-4Zr-2Mo2180.0661.09 mm
    3AerMet 1002180.0671.13 mm
    4Maraging 18Ni-2502110.0590.89 mm
    5Ti-6Al-4V1990.0851.84 mm
    6Al-Li 21951940.0570.83 mm
    7Ti-6Al-4V ELI1870.1203.68 mm
    8D6AC1850.0480.59 mm
  2. Check fracture. The lightest choice, maraging 300, tolerates a crack of only about half a millimetre at yield — close to the limit of reliable inspection. Maraging 250 gives up 10% of the mass index for nearly twice the crack size. Ti-6Al-4V ELI costs 20% of the mass index against maraging 300 but tolerates a crack nearly eight times deeper. That is the yield-before-break trade in numbers.

  3. Check what the chart can’t see. D6AC ranks eighth on mass and low on toughness, yet it has flown on many large motors. The reasons are off the chart: large forgings and plate are available, heat treatment and welding are well understood, the indicative price in the database is roughly a quarter to a third of maraging steel’s, and decades of test data back it. Titanium brings cost and availability in large sections; maraging steels carry cobalt price and supply risk.

  4. Composites. Switch on the composites family and filament-wound carbon/epoxy lands far above every metal — but on fibre-direction strength. A real filament-wound case is a laminate whose wall strength is a fraction of that number, and it brings its own failure modes (matrix cracking, impact damage, stress rupture). It still usually wins on mass, which is why so many modern cases are composite.

  • Temperature. Strength and toughness at the service temperature, including after any thermal exposure, decide the case. The max-temperature filter only screens.
  • Product form and direction. Plate, forging and extrusion differ, and the short-transverse direction of thick plate can be much weaker and less tough than the rolling direction. See specifying materials.
  • Environment. Stress-corrosion cracking, hydrogen embrittlement and compatibility with propellant, fluids and coatings remove candidates that the chart ranks highly.
  • Cost and availability are real constraints, not afterthoughts — and they change.
  • M. F. Ashby, Materials Selection in Mechanical Design, 5th ed., Butterworth-Heinemann (2016) — performance indices and property charts.
  • M. F. Ashby & D. R. H. Jones, Engineering Materials 1, 5th ed., Butterworth-Heinemann (2019).
  • Metallic Materials Properties Development and Standardization (MMPDS) — statistically based design allowables for aerospace metals.
  • ASM Handbook, Vol. 1 (Properties and Selection: Irons, Steels) and Vol. 2 (Nonferrous Alloys).