Research Article
Aug 1970
Analysis of Laminated Curved Beams
Publication: Journal of the Engineering Mechanics Division
Volume 96, Issue 4
Abstract
Equations for stresses in a laminated orthotropic curved beam based on the technical theory assumption (Winkler) are presented. The formulation of the same problem by orthotropic elasticity is indicated. In order to assess the applicability of the technical theory over a range of material properties and geometries, the specific case of a three-layer beam was studied. Results of the technical theory were compared with those using elasticity. The dependence of the geometrical and mechanical properties of the individual layers on the stresses and displacements is shown. Some interesting results are shown with the aid of numerical examples.
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Published In
Journal of the Engineering Mechanics Division
Volume 96 • Issue 4 • August 1970
Pages: 471 - 482
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Aug 1970
Published online: Feb 3, 2021
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Antone F. Sayegh
Grad. Student; Mechanics and Structures Dept., School of Engrg., and Appl. Sci., UCLA, Los Angeles, CA
Stanley B. Dong, M.ASCE
Assoc. Prof., Mechanics and Structures Dept., School of Engrg. and Appl. Sci., UCLA, Los Angeles, CA
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.