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Materials for engineering, 3rd Edition - (Malestrom)

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204<br />

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

σ f<br />

*<br />

Fibre<br />

Stress<br />

σ m<br />

*<br />

Resin<br />

σ’ m<br />

ε f<br />

*<br />

ε m<br />

*<br />

Strain<br />

6.13 Stress–strain curves of fibre and matrix with failure strain of<br />

matrix > that of fibre.<br />

The variation of σ c<br />

*<br />

with f f is illustrated in Fig. 6.14, where f min defines<br />

the volume fraction of fibres below which the fibre failure occurs below the<br />

matrix ultimate strength, and f crit , above which the strengthening effect of<br />

the fibres is felt. This analysis can be applied to carbon fibre–epoxy resin<br />

composites.<br />

The above approach has assumed that the fibre strength has a unique<br />

value, whereas <strong>for</strong> brittle fibres like glass, boron and carbon this is not the<br />

case and their strengths are statistically distributed. A more sophisticated<br />

approach may be made to the problem, employing the Weibull statistics<br />

described in Chapter 2.<br />

Aligned, short fibre composites<br />

If we assume the composite consists of an array of short fibres of uni<strong>for</strong>m<br />

length (l) and diameter (d = 2r), all aligned in the loading direction and<br />

distributed uni<strong>for</strong>mly throughout the material, then the matrix has the function<br />

of transferring the applied load to the fibres. The situation is rather like that

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