Please use this identifier to cite or link to this item: https://doi.org/10.1260/1369433041211075
Title: Exact bending solutions of axisymmetric reissner plates in terms of classical thin plate solutions
Authors: Wang, C.M. 
Nazmul, I.M.
Wang, Q.
Keywords: Axisymmetric
Kirchhoff plate theory
Plates
Reissner plate theory
Relationships
Issue Date: Apr-2004
Citation: Wang, C.M., Nazmul, I.M., Wang, Q. (2004-04). Exact bending solutions of axisymmetric reissner plates in terms of classical thin plate solutions. Advances in Structural Engineering 7 (2) : 129-145. ScholarBank@NUS Repository. https://doi.org/10.1260/1369433041211075
Abstract: This paper presents exact bending solutions of circular and annular plates under rotationally symmetric loads based on the Reissner plate theory. The exact Reissner plate solutions are cast in the form of a general set of relationships linking the Reissner plate quantities to their corresponding Kirchhoff (classical thin) plate counterparts. The Reissner plate solutions may be readily deduced upon supplying the classical thin plate solutions that are well documented in the open literature. This form of displaying exact solutions is very compact and does away with the conventional need for numerous tables and charts in presenting the results of axisymmetric thick plates. Some illustrative examples in determining the Reissner plate solutions using the relationships are given. These example problems involve circular and annular plates under different loading and support conditions. In order to verify the correctness of the relationships, the results are compared with numerically obtained Reissner plate results and also with Mindlin plate results.
Source Title: Advances in Structural Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/65552
ISSN: 13694332
DOI: 10.1260/1369433041211075
Appears in Collections:Staff Publications

Show full item record
Files in This Item:
There are no files associated with this item.

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.