General Solution to Bending of Orthotropic Sectors
Publication: Journal of Engineering Mechanics
Volume 109, Issue 1
Abstract
A solution is presented for the lateral bending of a polar orthotropic sector plate with general boundary conditions. At the present time, solutions for only nine of the 54 possible combinations of boundary conditions are available in the literature; this study provides solutions for all of these boundary conditions. The plate is linearly elastic and subjected to a uniformly distributed lateral load. The principle of minimum potential energy is used to obtain a differential equation which describes the system configuration. This equation is solved to obtain deflections and stresses for the sector. Results compare well with solutions in the literature, and provide additional solutions not previously available.
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References
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Copyright © 1986 ASCE.
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Published online: Feb 1, 1983
Published in print: Feb 1983
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