Materials Science & Material Properties

Composite materials (rule of mixtures)

Use this for “Carbon fibers (E = 230 GPa, ρ = 1.80 g/cm³) make up 60% of an epoxy composite (E = 3.5 GPa, ρ = 1.25 g/cm³). Find E₁ and the density.”

Diagram

Section, end-onLoaded along60% fiber by volumeFSide by side: same strain εFiberMatrix (epoxy)Ef230 GPaEₘ3.5 GPaE₁139.4 GPaρf1.8 g/cm³ρₘ1.25 g/cm³ρc1.58 g/cm³
Along: 230 × 0.6 + 3.5 × 0.4 = 139.4 GPa
Density: 1.8 × 0.6 + 1.25 × 0.4 = 1.58 g/cm³
Specific modulus: 88.23 MN·m/kg
This is an example. Type your own values to start a new problem.
E₁ (GPa)
=
Ef (GPa)
×
Vf
+
Eₘ (GPa)
×
(1
−
Vf
)
ρc (g/cm³)
=
ρf (g/cm³)
×
Vf
+
ρₘ (g/cm³)
×
(1
−
Vf
)
E₁ ÷ ρc
Specific modulus
worked out (not typed) · MN·m/kg

Formulas

E₁
=
Ef
×
Vf
+
Eₘ
×
(1
−
Vf)
139.4 = 230 × 0.6 + 3.5 × (1 − 0.6)
ρc = ρf × Vf + ρₘ × (1 − Vf)
1.58 = 1.8 × 0.6 + 1.25 × (1 − 0.6)
E₁
ρc
=
E₁
ρc
88.23
=
139.4
1.58

Assumptions

•
Continuous aligned fibers, perfectly bonded, so fiber and matrix stretch together (isostrain).
•
No voids: the matrix fills the rest, so Vₘ = 1 − Vf.
•
Vf is a fraction from 0 to 1: 60% fiber is 0.6.

Step-by-step

WE KNOW
Vf = 0.6, Ef = 230 GPa, Eₘ = 3.5 GPa, ρf = 1.8 g/cm³, ρₘ = 1.25 g/cm³
FIND
longitudinal modulus (E₁), composite density (ρc), specific modulus (E₁ ÷ ρc)
Step 1 · Find longitudinal modulus (E₁)
Use E₁ = Ef × Vf + Eₘ × (1 − Vf)
Along the fibers both stretch alike, so their stiffnesses add by volume share (springs side by side).
E₁
=
230
×
0.6
+
3.5
×
(1
−
0.6)
E₁
=
230
×
0.6
+
3.5
×
0.4
E₁
=
138
+
1.4
E₁
=
139.4
GPa
Step 2 · Find composite density (ρc)
Use ρc = ρf × Vf + ρₘ × (1 − Vf)
Mass adds by volume share: each part’s density times its fraction.
ρc = 1.8 × 0.6 + 1.25 × (1 − 0.6)
ρc = 1.8 × 0.6 + 1.25 × 0.4
ρc = 1.08 + 0.5
ρc = 1.58 g/cm³
Step 3 · Find specific modulus (E₁ ÷ ρc)
Use E₁ ÷ ρc = E₁ ÷ ρc
Stiffness
per
unit
mass:
divide
E₁
by
the
composite’s
density.
E₁
ρc
=
139.4
1.58
E₁
ρc
=
88.23
MN·m/kg
Check
Put the numbers back in. Both sides should match.
139.4 = 230 × 0.6 + 3.5 × (1 − 0.6) ✓
1.58 = 1.8 × 0.6 + 1.25 × (1 − 0.6) ✓
88.23
=
139.4
1.58
✓
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