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Cover image for The effective stiffness of a stiffener attached to a flat plywood plate

The effective stiffness of a stiffener attached to a flat plywood plate

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Cover image for The effect of a stiffener on the maximum load of flat plywood plates in edgewise compression, with the face grain at 0° and 90° to the load, a single stiffener parallel to the direction of loading

The effect of a stiffener on the maximum load of flat plywood plates in edgewise compression, with the face grain at 0° and 90° to the load, a single stiffener parallel to the direction of loading

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Cover image for Buckling of stiffened, flat, plywood plates in compression, a single stiffener perpendicular to stress

Buckling of stiffened, flat, plywood plates in compression, a single stiffener perpendicular to stress

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Cover image for Buckling of stiffened, flat, plywood plates in compression, a single stiffener parallel to stress

Buckling of stiffened, flat, plywood plates in compression, a single stiffener parallel to stress

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Cover image for Torsional buckling of longitudinally stiffened, thin-walled, plywood cylinders

Torsional buckling of longitudinally stiffened, thin-walled, plywood cylinders

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Cover image for Longitudinally stiffened thin-walled plywood cylinders in axial compression

Longitudinally stiffened thin-walled plywood cylinders in axial compression

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Cover image for Effect of axial stiffeners on the buckling properties of thin curved plywood plates in axial compression

Effect of axial stiffeners on the buckling properties of thin curved plywood plates in axial compression

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Cover image for Design curves for the buckling of sandwich cylinders of finite length under uniform external lateral pressure

Design curves for the buckling of sandwich cylinders of finite length under uniform external lateral pressure

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Cover image for Strength of orthotropic materials subjected to combined stresses

Strength of orthotropic materials subjected to combined stresses

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Cover image for Effective width of thin plywood plates at maximum load in compression with the face grain at 0°, 15°, 30°, 45°, 60°, 75°, and 90° to load

Effective width of thin plywood plates at maximum load in compression with the face grain at 0°, 15°, 30°, 45°, 60°, 75°, and 90° to load

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