26.03.2017 Views

Materials for engineering, 3rd Edition - (Malestrom)

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Composite materials 199<br />

400<br />

Composite modulus (GN m –2 )<br />

300<br />

200<br />

100<br />

Tungsten<br />

wires<br />

Tungsten<br />

particles<br />

0<br />

0 0.2 0.4 0.6 0.8 1.0<br />

V f<br />

6.7 Modulus versus volume fraction <strong>for</strong> W–Cu composites.<br />

to be less than 1 or 2%, and this acceptability of the approximation is evident<br />

in the experimental data shown above.<br />

The value predicted by the law of mixtures must be regarded as an upper<br />

bound, because the strain in the rein<strong>for</strong>cement and the matrix are not identical<br />

in practice. We have seen, however, that this approach predicts reasonably<br />

well the longitudinal properties of unidirectional continuous filament<br />

composites, and law of mixtures predictions provide upper limit goals that<br />

may be aimed at by those who design and develop composite materials.<br />

Assuming uni<strong>for</strong>m stress within the composite:<br />

Continuous fibres or lamellae<br />

If a composite is loaded along an axis perpendicular to that of the fibres or<br />

lamellae (Fig. 6.9), it is reasonable to assume that the stresses in the two<br />

components are equal. In the case of fibres, which are more commonly<br />

encountered, the total strain of the composite ε c is the weighted mean of the<br />

individual strains in the fibre ε f and matrix ε m , i.e.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!