Numerical Investigation of Die Swell Behavior in EPDM Rubber Extrusion: Effects of Compound Formulation and...

Die swell is the dominant source of dimensional deviation in rubber profile extrusion. Because it is driven by recoverable elastic strain, a purely viscous baseline flow field cannot reproduce its speed dependence; a viscoelastic correction is required. This study presents, to the best of our knowledge, the first controlled comparison of a Carreau-Arrhenius baseline flow field against a fractional-order viscoelastic correction for carbon-black-filled EPDM across an industrial speed window. The viscoelastic correction (PyCFD-FMM) is a post-processing fractional-order viscoelastic swell correction built on the shared non-isothermal Polyflow Carreau-Arrhenius flow field, derived from a six-mode fractional Maxwell model parameterized from dynamic mechanical analysis via the Laun rule and closed through the Tanner recoverable-strain theory. Three carbon-black-filled EPDM compounds (Shore A 60-80) were extruded at four screw speeds (15-30 rpm) under instrumented conditions. Experimentally, swell ratios of 1.12-1.15 increase monotonically with screw speed (Fisher-combined p=0.007; measurement repeatability CV ≤0.27% across n=4 replicates per condition). The purely viscous baseline output gives a decreasing apparent swell-speed trend-opposite to experiment-whereas PyCFD-FMM recovers the correct increasing trend for all compounds. Under single-anchor hold-out evaluation at 20/25/30 rpm, the non-anchor MAPE decreases from 0.99% for the baseline flow-field output to 0.30% (PyCFD-FMM); an anchor-sensitivity check over all four rpm choices keeps the compound-averaged non-anchor MAPE within 0.27-0.39% and preserves the correct slope sign in every case. Swell decomposition into geometric baseline and net correction factor (BPyCFD=Bgeom×fcorr) confirms that the viscous baseline flow field captures flow-geometry effects but carries no elastic memory. Within the tested window, the viscoelastic correction meets a dual-gate criterion-correct slope sign and reduced non-anchor MAPE-which the purely viscous baseline cannot satisfy by construction.