Barrel Shape Bent Plywood Shell

A closed barrel section that resists the hoop load a flat panel would simply bulge.

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Barrel Shape Bent Plywood Shell

A closed barrel section that resists the hoop load a flat panel would simply bulge.

A barrel is a hoop-loaded shape. A flat panel pressed into a barrel profile has no stiffness in the hoop direction, so it bulges as soon as it is loaded. A closed shell section resolves that because the ends tie the two sides together and turn the hoop load into compression in the section.

Quick Specifications

MaterialBirch plywood or mixed-core laminated plywood
Lay-up9 to 15 plies
Shell thickness9 – 15 mm
Barrel diameter300 – 900 mm
Length400 – 1200 mm
FormPress-moulded closed section or split shell
Hoop stiffnessSection geometry carries the load, not the panel face
Overall tolerance±0.5 mm on joint faces

Why a closed section behaves differently

Load a flat panel into a barrel and it has almost no stiffness across the hoop, so it bulges. Close the ends and the two sides restrain each other, which converts the load into compression through the section thickness. That is the difference between a decorative curve and a structural barrel.

Pressing a closed section

A closed shell has to come off the tool without springing, so the tool geometry and the release geometry are designed together. We press compound barrels with a controlled return so the shape recovers rather than springs.

Applications

Barrel shells are used for stools, storage, seating pods and display units. Send the diameter and length and we will confirm whether a closed or split shell suits your application.

Request a quote

Send your drawing, sample or dimensions and we will confirm feasibility, tooling, MOQ and lead time. Prototypes typically run 7-15 days and production orders 15-30 days.

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See all bent plywood components

Material

Birch plywood or mixed-core laminated plywood

Lay-up

9 to 15 plies

Shell thickness

9 – 15 mm

Barrel diameter

300 – 900 mm

Length

400 – 1200 mm

Form

Press-moulded closed section or split shell

Hoop stiffness

Section geometry carries the load, not the panel face

Overall tolerance

±0.5 mm on joint faces

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