Research Article
Dec 1968
Finite Strip Method Analysis of Elastic Slabs
Publication: Journal of the Engineering Mechanics Division
Volume 94, Issue 6
Abstract
Rectangular elastic isotropic and orthotropic slabs for a variety of plate loadings and boundary conditions are analyzed by the finite strip method, in which a combination of trigonometric and hyperbolic series satisfying the boundary conditions in the longitudinal direction is used together with a simple polynomial function in the transverse direction. By using variational principles, the stiffness and load matrices of each strip are readily derived. The stiffness and load matrices for the whole slab are then assembled and solved to give the displacements, from which the moments can be calculated. Excellent accuracy has been achieved for various numerical examples using only a relatively small number of discrete computational variables. Beam-slab structures such as bridges should be readily amenable to the application of this method.
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Published In
Journal of the Engineering Mechanics Division
Volume 94 • Issue 6 • December 1968
Pages: 1365 - 1378
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Dec 1968
Published online: Feb 3, 2021
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Yau-Kai Choung
Assoc. Prof. of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada.
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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.