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Design Guide - Solvay Plastics

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length to its diameter) and the degree of fiber orientation.<br />

Perpendicular to the fiber orientation, the fibers act more<br />

as fillers than as reinforcing agents.<br />

When molding polymers, there are instances where melt<br />

fronts meet (commonly known as weld lines) such as<br />

when the plastic melt flows around a core pin. However,<br />

the reinforcement in the plastic, if present, does not<br />

cross the weld line. Thus the weld line does not have<br />

the strength of the reinforced polymer and at times can<br />

even be less than the matrix polymer itself. These factors<br />

must be taken into account when designing parts with<br />

reinforced plastics.<br />

<strong>Design</strong>ing for Equivalent Part Stiffness<br />

Sometimes, a design engineer wants to replace a metal<br />

part with one made of plastic, but still wants to retain<br />

the rigidity of the metal part. There are two fairly simple<br />

ways to maintain the stiffness of a part when substituting<br />

one material with another material — even though the<br />

materials have different moduli of elasticity.<br />

In the first method, the cross sectional thickness is<br />

increased to provide the stiffness. In the second, ribs are<br />

added to achieve greater stiffness. An example of each<br />

approach follows.<br />

Changing Section Thickness<br />

In reviewing the deflection equations in Table 46, the<br />

deflection is always proportional to the load and length<br />

and inversely proportional to the modulus of elasticity<br />

and moment of inertia.<br />

Selecting one case, for example, both ends fixed<br />

with a uniformly distributed load, the deflection is<br />

determined by:<br />

Y<br />

FL<br />

=<br />

3<br />

384EI<br />

Therefore, to equate the stiffness using two different<br />

materials, the deflections are equated as follows:<br />

FL 3<br />

384EI<br />

= Y =<br />

metal<br />

FL 3<br />

384EI<br />

plastic<br />

If the metal part were magnesium having a modulus of<br />

elasticity E of 44.8 GPa (6.5 Mpsi) and the thermoplastic<br />

chosen to replace it was Amodel AS-1145 HS resin<br />

having a modulus of elasticity of 13.8 GPa (2.0 Mpsi),<br />

we need to increase the moment of inertia I of the plastic<br />

version by increasing the part thickness or adding ribs.<br />

Substituting the E values in equation 1:<br />

(44.8 × 10 9 )I metal = (13.8 × 10 9 )I Amodel<br />

3.25 I metal = I Amodel<br />

From Table 47, the moment of inertia for rectangular<br />

sections is:<br />

I =<br />

bd 3<br />

12<br />

where b is the width and d is the thickness of the<br />

section, substituting into our equation to determine the<br />

required thickness yields:<br />

3.25 d 3 metal = d 3 Amodel<br />

If d for the metal part is 2.54 mm (0.10 in.) then the<br />

thickness is Amodel resin is:<br />

d<br />

Amodel<br />

3<br />

= 3.25(2.54) 3 = 3.76 mm (0.148 in.)<br />

or 48% thicker than the magnesium part. However, ribs<br />

can be used to effectively increase the moment of inertia<br />

as discussed in the next section.<br />

Adding Ribs to Maintain Stiffness<br />

In the last section, it was determined that if a metal<br />

part were to be replaced with a part molded of Amodel<br />

AS-1145 HS resin, a part thickness of 3.7 mm (0.148 in.)<br />

would be required to equal the stiffness of a 2.5 mm<br />

(0.100 in.) thick magnesium part.<br />

By incorporating ribs into the Amodel design, the wall<br />

thickness and weight can be reduced very efficiently<br />

and yet be as stiff as the magnesium part.<br />

Since the load and length are to remain the same, the<br />

FL 3 becomes a constant on both sides of the equation<br />

and what remains is:<br />

Equation 1<br />

{EI} metal = {EI} plastic<br />

This, then, is the governing equation for equating<br />

part stiffness.<br />

68 Amodel ® PPA <strong>Design</strong> <strong>Guide</strong><br />

www.<strong>Solvay</strong>SpecialtyPolymers.com

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