Please use this identifier to cite or link to this item:
|Title:||Buckling of annular plates elastically restrained against rotation along edges|
|Authors:||Thevendran, V. |
|Citation:||Thevendran, V., Wang, C.M. (1996-07). Buckling of annular plates elastically restrained against rotation along edges. Thin-Walled Structures 25 (3) : 231-246. ScholarBank@NUS Repository. https://doi.org/10.1016/0263-8231(95)00052-6|
|Abstract:||The problem of elastic buckling of thin annular plates under in-plane radial loads along either free or simply supported with elastic rotational restraints at inner and outer edges has been analysed. A variant of the classical energy methods has been used to obtain a comprehensive set of new buckling results for several combinations of boundary conditions with partial rotational fixity. Results for the special case of simply supported full circular plates with elastic rotational restraint are also obtained by making the inner edge free and permitting the inner radius to become very small. Copyright © 1996 Elsevier Science Ltd.|
|Source Title:||Thin-Walled Structures|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 14, 2019
WEB OF SCIENCETM
checked on Feb 5, 2019
checked on Feb 9, 2019
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.