Bead Roller and Panel Stiffness

2D companion of the 3D bead roller: two geared dies roll a bead into a strip, and the bead makes the panel far stiffer against bending.

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Apparatus

Model checks

The science

What is modelled

A bead roller squeezes a strip between a die with a rib and a die with a matching groove, so the strip is stretched into a circular-arc bead as it feeds through. Both dies are linked by a one-to-one pair of 40-tooth gears, so they turn at the same speed in opposite senses and drive the strip at the roll surface speed. The bead raises the second moment of the cross-section, so a panel with a bead bends much less under a given load.

Equations

  • Bead arc of chord w and depth h: radius ρ = (w²/4 + h²)/(2h), half-angle φ = asin(w/2ρ), length 2ρφ, strain 2ρφ/w − 1.
  • Section second moment I = ∫ (y − yc)² t ds along the centre line; for the arc alone ρ³ t (φ + sinφ cosφ − 2 sin²φ/φ).
  • Simply supported panel under a uniform line load q: δ = 5 q L&sup4; / (384 E I).
  • Roll surface speed v = 2π R n / 60; gear mesh rate 40 n / 60 teeth per second.

Checks run in the page

  • Arc length and chord of the bead by polyline against the closed form.
  • Second moment of the arc by numerical integration against the closed form.
  • Finite-difference beam deflection against 5qL&sup4;/(384EI).
  • Feed distance by integrating the crank speed against 2πR per turn.

Honest simplifications

The bead is a perfect circular arc, the sheet keeps its thickness, the panel is a simply supported strip of linear steel (E = 200 GPa) and no forming force, springback or die contact is modelled. The 3D page shows the machine; the numbers here illustrate the mechanics and are not a forming-process design.

What to try
  • Press Deep narrow bead and compare the large stiffness gain with the high strain across the bead.
  • Press Shallow wide bead to see that depth matters far more than width for stiffness.
  • Press Thin sheet, long span and see how deflection grows with the fourth power of the span.
Midspan deflection against line load
Stiffness gain against bead depth
Strain across the bead against depth
Midspan deflection against span
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