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- W220890718 abstract "In this study, the analytical investigation of orthotropic rectangular plate is presented. The loaded edges are assumed to be simply supported and the unloaded edges could have elastically restrained boundary conditions including the extreme boundary condition such as simple, fixed, and free. Using the closed-form solutions, the buckling analyses of orthotropic plate with arbitrary boundary conditions are performed. Based on the data obtained by conducting numerical analysis, the simplified form of equation for finding the buckling coefficient of plate with elastically restrained boundary conditions at the unloaded edges is suggested as a function of aspect ratio, elastic restraint. and material properties of the plate. The results of buckling analyses by closed-form solution and simplified form of solution are compared for various orthotropic material properties. It is confirmed that the difference of results is less than 1.5%." @default.
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- W220890718 date "2003-01-01" @default.
- W220890718 modified "2023-09-23" @default.
- W220890718 title "Approximate Solution for Finding the Buckling Strength of Orthotropic Rectangular Plates" @default.
- W220890718 hasPublicationYear "2003" @default.
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