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Product Guide for Design Engineers - Quadrant

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Effective Selection & <strong>Design</strong> Techniques<br />

Fig. 1: Wear Resistance and Pressure Velocity Capability [*]<br />

100<br />

2<br />

Wear factor<br />

Limiting PV-value <strong>for</strong> a sliding velocity of 0.1 m/s<br />

1,75<br />

75<br />

1,5<br />

Wear factor [µm/km]<br />

50<br />

25<br />

LOWER IS BETTER<br />

HIGHER IS BETTER<br />

1,25<br />

1<br />

0,75<br />

0,5<br />

Limiting PV-value [MPa.m/s]<br />

0,25<br />

0<br />

0<br />

Techtron ® PPS<br />

Ertacetal ® C<br />

Ketron ® 1000 PEEK<br />

Ertalon ® 66 SA<br />

Duratron ® D7000 PI<br />

Fluorosint ® 500<br />

Ertalon ® 6 PLA<br />

Nylatron ® GSM<br />

TIVAR ® 1000<br />

Techtron ® HPV PPS<br />

Fluorosint ® 207<br />

Nylatron ® NSM<br />

Duratron ® CU60 PBI<br />

Fluorosint ® HPV<br />

Nylatron ® 703 XL<br />

Ketron ® HPV PEEK<br />

Ertalyte ® TX<br />

Duratron ® T4301 PAI<br />

[*]: <strong>for</strong> details on the values given above see pages 42, 44, 57 and 59<br />

Structural components are often designed <strong>for</strong> maximum continuous stresses equal to 25 % of their tensile<br />

strength at a specifi c temperature. In case of statically loaded components, this guideline compensates <strong>for</strong> the<br />

viscoelastic behaviour of plastics that result in creep.<br />

Most materials - including metals and plastics - when subjected to loads, show a de<strong>for</strong>mation that is<br />

proportional to the imposed loads over at least a range of loads. Since stress [] is proportional to load and<br />

strain [] is proportional to de<strong>for</strong>mation, this also implies that stress is proportional to strain. Hooke‘s law is<br />

the statement of that proportionality:<br />

STRESS []<br />

STRAIN []<br />

= CONSTANT [E]<br />

The constant [E] is called the modulus of elasticity [also known as `Young‘s modulus‘] and it is an indicator<br />

of material stiffness. In the plastics industry we generally apply here the modulus of elasticity as derived from<br />

a short-term tension test. The point at which a material ceases to obey Hooke‘s law is known as its<br />

proportional limit.<br />

Strains below 1 % remain within the elastic limits of most engineering plastics and there<strong>for</strong>e generally allow<br />

analysis based upon the assumption that the material is linearly elastic [obeys Hooke‘s law], homogeneous<br />

and isotropic.<br />

7

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