Note on the Bending of an Annular Sector Plate Resting on an Elastic Foundation

Abstract

An approximate solution is presented for the bending problem of an annular sector plate resting on a Winkler-type elastic foundation. As a numerical example, the case of a semicircular plate under a uniformly distributed load and having clamped curved edges has been considered. © 1976, Taylor & Francis Group, LLC. All rights reserved.