Exact buckling solutions for rectangular plates under intermediate and end uniaxial loads

Xiang, Y., Wang, C. M. and Kitipornchai, S. (2003) Exact buckling solutions for rectangular plates under intermediate and end uniaxial loads. Journal of Engineering Mechanics, 129 7: 835-838. doi:10.1061/(ASCE)0733-9399(2003)129:7(835)


Author Xiang, Y.
Wang, C. M.
Kitipornchai, S.
Title Exact buckling solutions for rectangular plates under intermediate and end uniaxial loads
Journal name Journal of Engineering Mechanics   Check publisher's open access policy
ISSN 0733-9399
1943-7889
Publication date 2003-07-01
Sub-type Article (original research)
DOI 10.1061/(ASCE)0733-9399(2003)129:7(835)
Open Access Status Not yet assessed
Volume 129
Issue 7
Start page 835
End page 838
Total pages 4
Place of publication Reston, VA, United States
Publisher American Society of Civil Engineers
Language eng
Abstract This paper is concerned with the elastic buckling of rectangular plates subjected to both intermediate and end uniaxial loads. The rectangular plates have two simply supported opposite edges that are perpendicular to the in-plane load direction, while the other two plate edges can have free, simply supported, or clamped edges. The solution procedure involves the use of the Levy approach, the domain decomposition technique, and the state-space concept. The method furnishes exact stability criteria; samples of which are presented in a graphical form for plates with various boundary conditions. These results will be useful to engineers who design plates (or walls) that support intermediate floors.
Keyword Buckling
Decomposition
Intermediate loads
Plates
Stability criteria
Q-Index Code C1
Q-Index Status Provisional Code
Institutional Status Non-UQ

Document type: Journal Article
Sub-type: Article (original research)
Collection: School of Civil Engineering Publications
 
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