Show simple item record

contributor authorC. M. Wang
contributor authorY. Xiang
contributor authorQ. Wang
date accessioned2017-05-08T22:39:30Z
date available2017-05-08T22:39:30Z
date copyrightMarch 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A3%28254%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85346
description abstractPresented herein are the exact axisymmetric buckling solutions of Reddy circular plates on the Pasternak foundation and subjected to a uniform radial load. The boundary conditions of the circular plates covered in this study are (1) simply supported edges; (2) clamped edges; and (3) simply supported edges with elastic rotational restraints. The Reddy buckling solutions are expressed in terms of the corresponding well-known Kirchhoff buckling solutions of circular plates without the elastic foundation. Sample buckling results of Reddy plates are also presented, which should be useful as benchmark solutions for testing numerical solutions and techniques.
publisherAmerican Society of Civil Engineers
titleAxisymmetric Buckling of Reddy Circular Plates on Pasternak Foundation
typeJournal Paper
journal volume127
journal issue3
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:3(254)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record