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Three-dimensional buckling analysis of rectangular plates with in-plane compressive loads
Li Q.1; Pan Iu V.2
2010-08-24
Source PublicationAIP Conference Proceedings
Volume1233
IssuePART 1
Pages674-677
AbstractThree-dimensional buckling analysis of rectangular plates has been carried out by using Ritz method. The three displacement components of the plates are expanded in three directions by the series of Chebyshev polynomial multiplied by the boundary function which makes the expansions satisfy the essential boundary conditions along the edges. The eigenvalue matrix for buckling loads is obtained for rectangular plates. The comparisons of the results of simply supported and clamped plates with different thickness-side and aspect ratios with the published results show good agreements. Finally, the three-dimensional buckling modes are plotted. © 2010 American Institute of Physics.
Keywordbuckling rectangular plates Ritz method three-dimensional analysis
DOI10.1063/1.3452256
URLView the original
Language英語
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Document TypeConference paper
CollectionDEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING
Affiliation1.Civil Engineering Laboratory of Macao
2.Universidade de Macau
Recommended Citation
GB/T 7714
Li Q.,Pan Iu V.. Three-dimensional buckling analysis of rectangular plates with in-plane compressive loads[C],2010:674-677.
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