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ArticlePublished 11 Jul 2026Updated 13 Jul 20264 min readBy Kevin Jogin
KEVOS® Knowledge Library · Engineering → Mechanical Engineering

Engineering / Mechanical Engineering

Properties of Wood, Ceramics, Plastics and Metals

Every material class trades stiffness, strength and weight differently. Reading those trade-offs — and especially the weight-adjusted versions — is what turns a materials list into a design decision. One result surprises everyone: the common metals are equally stiff for their weight.

  • Reading time · 4 min
  • 7 sections
  • Specific stiffness, charted
  • Metals cluster — worked
Concrete 12.5Copper 13.1Pine 22.0Steel 25.5Aluminium 25.6Titanium 25.8CFRP 93.8specific stiffness E/ρ (MJ/kg) — metals cluster at ~25–26
Doc №KL-ENG-MECH-054
SectionEngineering → Mechanical Engineering
Sheet1 of 1
DrawnKEVOS®
Date2026-07-11

§1The four material classes

Engineering materials fall into four families, each with a characteristic bonding and therefore a characteristic behaviour: metals, ceramics, polymers (plastics) and natural materials such as wood.

Metals are stiff, strong, ductile and tough — they bend before they break, which is why they dominate load-bearing structure. Ceramics are stiffer and harder still, and hold that hardness when hot, but they are brittle, failing suddenly in tension. Polymers are light, cheap, corrosion-proof and easily formed, but comparatively soft and temperature-sensitive. Wood and other natural composites are light, renewable and, along the grain, remarkably efficient. The rest of this page compares them by the three properties that decide most designs — and then by those same properties divided by weight, which is where the real lessons hide.

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§2Stiffness, strength and density

Three numbers describe a material’s mechanical character: how much it deflects under load (stiffness, the elastic modulus E), how much load it survives (strength σ), and how heavy it is (density ρ).

Representative properties by material
MaterialE (GPa)Strength (MPa)ρ (kg/m³)
Steel200250–15007850
Aluminium69100–5002700
Titanium116800–10004500
Alumina (ceramic)380300 (comp. far higher)3900
Nylon (plastic)3701140
Pine (along grain)1140–90500
Stiffness and strength are different properties: stiffness (E) sets deflection and is fixed by the material’s bonding, essentially unchanged by heat treatment; strength is raised dramatically by alloying and treatment, which is why steel shows one modulus but a six-fold strength range.
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§3Specific stiffness — the surprise

Divide stiffness by density and you get specific stiffness (E/ρ) — stiffness per unit weight, the figure that matters when a part must be both rigid and light. The result astonishes newcomers.

Example 1 — the common metals are equally stiff for their weight

Steel E/ρ = 200/7850 = 25.5 MJ/kg. Aluminium = 69/2700 = 25.6. Titanium = 116/4500 = 25.8. Magnesium = 45/1740 = 25.9. They are all but identical. This is the crucial lesson of materials selection: you cannot make a stiffness-limited part lighter by swapping one common metal for another — a lighter metal is exactly as much less stiff. To beat it you must leave metals entirely: carbon-fibre composite reaches about 94 MJ/kg, and wood along the grain, at 22, is nearly as good as steel. It is why aircraft moved to composites and why timber remains a serious structural material.

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§4Specific strength — the difference

Do the same with strength — σ/ρ, strength per unit weight — and the metals now separate sharply, the opposite of stiffness.

Specific strength (yield ÷ density)
MaterialSpecific strength (kN·m/kg)
Mild steel32
High-strength steel127
7075-T6 aluminium178
Ti-6Al-4V titanium199
Carbon-fibre composite938
Because strength (unlike modulus) responds to alloying and treatment, a strength-limited part can be made lighter by choosing a better material: aluminium and titanium alloys beat mild steel decisively on strength-for-weight, which is exactly why they fill aerospace roles. The pairing to remember: switch metals to save strength-weight, but not to save stiffness-weight.
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§5Reading a property for selection

Choosing a material is choosing which property, adjusted for what constraint, to maximise — and the two examples above show the method generalises.

The discipline is to identify what actually limits the part. If it must not deflect, stiffness governs and E/ρ ranks the candidates. If it must not yield, strength governs and σ/ρ ranks them. If cost or corrosion or temperature dominates, a different property leads. The mistake is to reach for a “better” material without asking which property is limiting — the specific-stiffness result shows how that intuition misfires, since the obvious move (a lighter metal) buys nothing when stiffness is the constraint. Good selection is property-led, weight-adjusted, and constraint-specific.

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§6Class by class

A one-line character sketch of each family, and where it wins.

Metals

Stiff, strong, tough and ductile; forgiving because they yield before fracture. The default for load-bearing structure.

Ceramics

Hardest and most heat-resistant, stiff, but brittle in tension. For wear surfaces, cutting tools and high-temperature parts.

Plastics

Light, cheap, corrosion-proof, easily moulded; soft and temperature-limited. For housings, low-load and low-friction parts.

Wood

Light and efficient along the grain, renewable, anisotropic. A genuine structural material, not merely a traditional one.

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§7Quick reference

The working core of the page on one card rack.

Three properties

E (stiffness) · σ (strength) · ρ

Specific stiffness

E/ρ · metals ≈ 25–26 MJ/kg

cannot beat by swapping metal

Specific strength

σ/ρ · Al, Ti beat mild steel

E is fixed

heat treatment ↑ strength

not modulus

Select by

the limiting property

adjusted for weight

Contents

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