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Materials for engineering, 3rd Edition - (Malestrom)

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200<br />

<strong>Materials</strong> <strong>for</strong> <strong>engineering</strong><br />

100<br />

Specific stiffness (GPa)<br />

80<br />

60<br />

40<br />

20<br />

Aligned SiC monofilament in aluminium<br />

Particulate SiC in aluminium<br />

0<br />

0 10 20 30 40 50 60<br />

Volume fraction of rein<strong>for</strong>cement (%)<br />

6.8 Improvements in specific stiffness of MMCs with increasing<br />

carbide.<br />

Load<br />

Matrix<br />

Filler<br />

6.9 Lamellar composite with loading axis perpendicular to the<br />

lamellae.<br />

ε c = f f ε f + (1 – f f ) ε m<br />

ffσ<br />

= +<br />

E<br />

f<br />

⎛ 1 – f<br />

⎝ E<br />

m<br />

f<br />

⎞<br />

σ<br />

⎠<br />

The modulus of the composite is σ/ε, so that<br />

E<br />

c⊥<br />

ff<br />

f<br />

=<br />

⎛<br />

+ 1 –<br />

⎝ E E<br />

f<br />

f<br />

m<br />

⎞<br />

⎠<br />

–1<br />

[6.4]<br />

When plotted, equations [6.3] and [6.4] appear as shown in Fig. 6.10, and<br />

these values of composite moduli indicate why fibre-rein<strong>for</strong>ced composites<br />

are so anisotropic in their properties. For example, the modulus of wood<br />

measured parallel to the fibres is about 10 GPa, but it is only about 1 GPa

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