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A platform for research: civil engineering, architecture and urbanism
Collapse behaviour of plates
AbstractThe paper is concerned with the theoretical prediction of the complete collapse behaviour of square plates, when subjected to in-plane compression. The plates are initially imperfect and four types of boundary conditions along their unloaded edges are considered. The method is a combination of numerical and analytical solutions in which the Rayleigh-Ritz variational principle and the Prandtl-Reuss equations are used. Numerical calculations have been carried out for different geometrical and material properties in order to compare this method and its results with other theoretical and experimental works.
Collapse behaviour of plates
AbstractThe paper is concerned with the theoretical prediction of the complete collapse behaviour of square plates, when subjected to in-plane compression. The plates are initially imperfect and four types of boundary conditions along their unloaded edges are considered. The method is a combination of numerical and analytical solutions in which the Rayleigh-Ritz variational principle and the Prandtl-Reuss equations are used. Numerical calculations have been carried out for different geometrical and material properties in order to compare this method and its results with other theoretical and experimental works.
Collapse behaviour of plates
Gra̧dzki, R. (author) / Kowal-Michalska, K. (author)
Thin-Walled Structures ; 6 ; 1-17
1987-09-01
17 pages
Article (Journal)
Electronic Resource
English
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