Research Article
Oct 1967
Second-Order Theory in Orthotropic Plates
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 93, Issue 5
Abstract
The basic equations for the stress analysis of an orthotropic plate are given. These equations take into account bending and membrane stresses. Various methods of solving the basic equations are discussed briefly. One method is discussed more fully, namely, that of using finite-difference equations with simultaneous equations and programmed for a digital computer. This computer program was applied to a selected number of both isotropic and orthotropic plates. Results of tests on small-scale isotropic and orthotropic plates are given. The test results are compared with results obtained from the computer program. The computer program is applied to an orthotropic plate bridge deck to determine the bending and membrane stresses caused by truck loads. Analytic and experimental results are summarized and pertinent conclusions are drawn concerning the appearance and magnitude of membrane stresses in plates.
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Published In
Journal of the Structural Division
Volume 93 • Issue 5 • October 1967
Pages: 343 - 362
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Oct 1967
Published online: Feb 1, 2021
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Authors
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George D. Adotte, AM.ASCE
Cons. Engr. and Asst. Prof. of Mech. Engrg., Univ. of Hartford, Hartford, Conn.
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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.