Analytic solution for buckling of rectangular isotropic plates with internal point supports. (June 2021)

• Record Type: Journal Article
• Authors: Tenenbaum, J.; Eisenberger, M.
• Is Part Of: Thin-walled structures. Volume 163(2021)
• Publication Date: 2021-06
• Subjects: Plate buckling -- Isotropic -- Internal supports -- Optimal location; Thin-walled structures -- Periodicals; 690.1
• DOI: 10.1016/j.tws.2021.107640
• Languages: English
• ISSNs: 0263-8231

Abstract

Abstract: In this paper, analytical solutions for the buckling loads of thin rectangular plates with internal supports and different boundary conditions are derived. The analytical method presented herein is based on the development of a static solution for a plate. The physical meaning of buckling is the loss of stiffness, and it is found as the value of the in-plane loading intensity at which a zero force on the plate surface will generate infinite displacement. The solution is obtained in a series form, and the coefficients are solved to match the edge conditions. For every internal support in the plate domain we add one equation enforcing zero deflection at that point. By using this new method, exact buckling loads and buckling modes of many new cases of plates with various boundary conditions and several internal supports are obtained. The optimal location for placing an additional support is shown for several cases of square plates. Results are given for several cases of uni-directional and bi-directional loading. Highlights: Static analysis is used to find the exact buckling loads of plates. Point supports are inserted within the plate domain. Exact buckling loads for plates with many combinations of boundary conditions. The optimal location for adding a support is identified for several cases.