Knowledge

Screw Elements for Glass-Fibre Reinforced Compounds

Short answer: add the fibre downstream of the melting zone, use moderate 30° or 45° kneading rather than 90° blocks, keep a wide-pitch conveying section immediately after the fibre inlet, and specify a wear-resistant steel because glass is abrasive.

The two competing objectives

Glass-fibre compounding asks the screw to do two things that fight each other. The fibre bundles must be opened and wetted out by the polymer, which needs stress. The individual filaments must survive at a useful length, which forbids stress. Every configuration decision is a trade between dispersion quality and retained fibre length.

Retained length drives mechanical properties. A compound with well-dispersed but crushed fibre can measure correctly on fibre content and still fail on impact strength, because the length distribution has collapsed.

Configuration that protects fibre length

ZoneElementReason
Feed to meltWide-pitch conveying, then 45° kneadingMelt the polymer fully before any fibre arrives
Fibre inletWide-pitch conveying, deep channelVolumetric room for the bundle stream, low shear at entry
Wetting30° or 45° narrow-disc kneading, short stackEnough stress to wet out, not enough to mill the fibre
DistributionSME or slotted conveyingEven out fibre without further breakage
VacuumConveying plus reverse element for the sealRemove volatiles without a high-shear zone
DischargeNarrow-pitch conveyingPressure build with minimum work

Why 90° blocks are the wrong tool here

A 90° kneading block is the most effective dispersive element available, and that is exactly the problem. Its neutral-to-backward pumping action holds material in the high-shear gap for a long time, which mills glass filaments down to dust. The visible symptoms are a drop in impact strength and a rise in fines, often with no change in fibre content by ash test.

If dispersion is genuinely inadequate with 30° and 45° blocks, the usual fix is not a more aggressive block but a longer wetting section, a higher melt temperature at the fibre inlet, or a coupling agent review — all of which address wet-out without destroying length.

Where to add the fibre

Downstream addition through a side feeder is standard for loadings above roughly 20 percent, for two reasons. First, the fibre never passes through the melting zone, so it is not exposed to the highest stress in the process. Second, the melting zone can be optimised for polymer alone, which is easier and more stable.

The element immediately after the side feeder matters more than most operators expect. A narrow channel there starves the fibre inlet and produces surging. A wide, deep channel accepts the fibre stream and lets it combine with the melt before any significant shear is applied.

Wear: glass is abrasive, plan for it

Glass fibre erodes flight tips and kneading disk edges steadily. At 30 percent loading, nitrided elements are a poor choice; powder-metallurgy or HIP-clad grades at 58–62 HRC, with surface hardness in the 900–1100 HV range, are the realistic baseline. The dispersion and wetting zones wear fastest, so budget for replacing those elements before the conveying sections.

Symptoms and what they mean

SymptomLikely causeAction
Impact strength below specificationFibre length destroyedRemove 90° blocks, shorten the kneading stack
Visible unwetted bundlesInsufficient wetting stressAdd a 45° block, raise melt temperature at inlet
Surging at the side feederChannel too narrow after inletOpen the pitch, deepen the channel
Rapid tip wearWrong steel gradeMove to PM or HIP-clad, check clearance

Both benefit from a polished flight, which reduces particle trapping.

Frequently asked questions

Should glass fibre be added upstream or downstream?

Downstream through a side feeder for loadings above roughly 20 percent. It keeps the fibre out of the melting zone, where stress is highest, and lets the melting section be tuned for polymer alone.

What stagger angle is best for glass-filled compounds?

30° or 45° with narrow discs. Both wet out the fibre with far less length reduction than 60° or 90° blocks. Use the shortest stack that achieves wet-out and stop there.

Why did my impact strength drop after a screw change?

The most common cause is a more aggressive kneading configuration than the previous build, which shortened the fibre. Compare retained fibre length, not just fibre content, before changing anything else.

Which steel should I specify for 30 percent glass-filled PA?

A powder-metallurgy or HIP-clad grade at 58–62 HRC, with surface hardness around 900–1100 HV. Nitrided elements wear quickly at this loading, particularly in the wetting and dispersion zones.

Does fibre content affect the screw design?

Yes. Higher loading needs more volumetric capacity at the inlet and a wider channel immediately downstream, and it accelerates wear. Above about 40 percent, the feed and wetting sections usually need to be redesigned rather than adjusted.

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