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Inter-Laminar Shear Stress in Sandwich BEAMS

R. A. Heller

The distribution of inter-laminar shear stress in sandwich beams is examined. It is found that in soft coned, three-ply sandwich beams elementary 'equivalent section' theory cannot be used to determine the position of maximum shear. The accuracy of the sandwich relations is experimentally illustrated on laminated beams and wire wound rings. (Author)

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Inter-Laminar Shear Stress in Sandwich BEAMS

R. A. Heller

The distribution of inter-laminar shear stress in sandwich beams is examined. It is found that in soft coned, three-ply sandwich beams elementary 'equivalent section' theory cannot be used to determine the position of maximum shear. The accuracy of the sandwich relations is experimentally illustrated on laminated beams and wire wound rings. (Author)

Inter-Laminar Shear Stress in Sandwich BEAMS

R. A. Heller

The distribution of inter-laminar shear stress in sandwich beams is examined. It is found that in soft coned, three-ply sandwich beams elementary 'equivalent section' theory cannot be used to determine the position of maximum shear. The accuracy of the sandwich relations is experimentally illustrated on laminated beams and wire wound rings. (Author)

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Title:

Inter-Laminar Shear Stress in Sandwich BEAMS

Contributors:

R. A. Heller (author)

Publication date:

1967

Size:

39 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Civil Engineering , Structural Mechanics , Shear stresses , Beams(Structural) , Sandwich construction , Deformation , Thickness , Rings , Structures , Reinforcing materials , Cantilever beams , Propellant grains , Wire , Aluminum , Rubber , Theory , Laminates

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