Research Article
Nov 1982
Circular Voided Concrete Slab Stiffnesses
Authors: G. Elliott and L. A. ClarkAuthor Affiliations
Publication: Journal of the Structural Division
Volume 108, Issue 11
Abstract
Finite element procedures for determining the plate bending stiffnesses of a circular voided slab are presented and the results are compared with those obtained from tests on model elastic voided plates. Preliminary investigations showed that a simplified plane-strain formulation, rather than a more complex general plane-strain formulation, could be used to determine the transverse flexural stiffness. Torsional stiffnesses were obtained from an analysis using the Prandtl stress-function formulation of the torsion problems. Tests were carried out on four epoxy-resin model plates having different void sizes. Good agreement was obtained between the finite element and experimental results. For design purposes, charts are presented which enable a designer of a concrete voided slab, having a Poisson's ratio of 0.2, to determine the values of the plate bending stiffnesses required for a thin plate analysis of such a slab. It is also shown that simple calculations based upon replacing a circular void with an equivalent square void are often adequate for design purposes.
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Published In
Journal of the Structural Division
Volume 108 • Issue 11 • November 1982
Pages: 2379 - 2393
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Nov 1982
Published online: Feb 1, 2021
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Authors
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G. Elliott
Lect., Dept. of Engrg., Univ. of Lancaster, Lancaster, England
L. A. Clark
Lect., Dept. of Civ. Engrg., Univ. of Birmingham, Birmingham, England
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