Research Article
Feb 1968
Bridge Analysis using Orthotropic Plate Theory
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 2
Abstract
Two analytical methods are presented for use in bridge analysis. The inclusion of orthotropic plate theory permits consideration of any type of deck configuration. Structural continuity between all supporting members and their flexibilities may be considered. Complete computer programs have been developed in order to apply these techniques. One method, slope deflections utilizes the IBM 1620; the other technique, finite differences, uses the IBM 7094. All of the developed equations have been applied to problems consisting of isotropic plates. Complete agreement from both methods and previously analyzed structures occurs for these test cases. An example orthotropic bridge structure is initially designed and then analyzed, when subjected to a truck loading. The resulting deflection and moment data, throughout the structure, are obtained by both analytical methods. These data are compared, resulting in excellent agreement between methods.
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Published In
Journal of the Structural Division
Volume 94 • Issue 2 • February 1968
Pages: 565 - 592
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Feb 1968
Published online: Feb 1, 2021
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Authors
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Conrad P. Heins, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
Charles T. G. Looney, M.ASCE
Prof. and Chmn., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
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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.