Materials for engineering, 3rd Edition - (Malestrom)
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Organic polymeric materials 167<br />
seen in Fig. 5.4, curve 1, and Treloar extended his single-chain model to the<br />
case of a cross-linked network to give an expression of the <strong>for</strong>m:<br />
F = NkT(λ 2 – λ –1 )<br />
where N is the number of separate chains per unit volume, and λ = L/L o . The<br />
measured stress–strain curves of elastomers are in good agreement with this<br />
relationship <strong>for</strong> strains of up to 400%.<br />
In simple shear, the shear strain γ is equal to (λ – λ –1 ), and the <strong>for</strong>ce<br />
de<strong>for</strong>mation relationship is<br />
F = NkTγ<br />
so that Hooke’s Law is obeyed in simple shear and the shear modulus in the<br />
unstrained state is:<br />
G = Nkγ<br />
showing that the shear modulus of elastomers will increase as the number of<br />
cross-links between the polymer chains is increased.<br />
Polymers with higher tensile modulus<br />
The tensile modulus of polymers is increased if the molecular chains are<br />
cross-linked together. For example, cross-linked rigid thermosets were among<br />
the first synthetic polymers to be manufactured. Such materials exhibit the<br />
highest tensile moduli (and lowest breaking strains) of common polymers,<br />
typified by curve 2 in Fig. 5.4.<br />
5.4.3 Yielding<br />
Drawing<br />
Many partially crystalline polymers, such as polyethylene, polypropylene<br />
and polyamide show a tensile response illustrated in curve 4, Fig. 5.4. A nonlinear<br />
pre-yield behaviour is followed by a yield point. The stress then drops<br />
and stabilizes under further straining until a final rise in stress and failure.<br />
During the region of constant stress a stable neck is <strong>for</strong>med which extends<br />
progressively throughout the gauge length. This is known as cold drawing<br />
and, during this process, the molecules in the polymer are being extended in<br />
the direction of straining, leading to a highly preferred orientation in the<br />
test-piece.<br />
The result is a necked region which is much stronger than the unnecked<br />
material; that is why the neck spreads instead of simply causing failure.<br />
When the drawing is complete, the stress–strain curve rises steeply to final<br />
fracture.