Research Article
Mar 1980
Flexure of Laminated Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 3
Abstract
Using the principle of potential energy, two fourth order differential equations are developed to describe the flexure of a rectangular three layered laminated beam using the calculus of variations. Natural boundary conditions are given. There is no limitation imposed on thickness of core and face. Formulas for deflections, stresses for cantilever and simply supported beams are derived. The region near a fixed end and the concentration of stresses there is studied. New results for a homogeneous cantilever beam are given. A basis for a Galerkin type solution results from the analysis.
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Published In
Journal of the Structural Division
Volume 106 • Issue 3 • March 1980
Pages: 711 - 725
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Mar 1980
Published online: Feb 1, 2021
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Authors
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I. K. Silverman, M.ASCE
Formerly, Lect., Civ. and Environmental Engrg. Dept., Univ. of Colorado, Boulder, Colo.
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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.