Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analytic solution for buckling of rectangular isotropic plates with internal point supports
https://orcid.org/0000-0002-5317-7219
https://orcid.org/0000-0002-4585-059X
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.
Analytic solution for buckling of rectangular isotropic plates with internal point supports
https://orcid.org/0000-0002-5317-7219
https://orcid.org/0000-0002-4585-059X
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.
Analytic solution for buckling of rectangular isotropic plates with internal point supports
https://orcid.org/0000-0002-5317-7219
https://orcid.org/0000-0002-4585-059X
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.
Analytic solution for buckling of rectangular isotropic plates with internal point supports
Tenenbaum, J. (Autor:in) / Eisenberger, M. (Autor:in)
Thin-Walled Structures ; 163
04.03.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Buckling of rectangular plates with mixed edge supports
| British Library Online Contents | 2002
Buckling of Rectangular Plates with Internal Hinge
| Online Contents | 2001
On the Buckling of Isotropic, Transversely Isotropic and Laminated Composite Rectangular Plates
| Online Contents | 2014
Ritz Buckling Analysis of Rectangular Plates with Internal Hinge
| Online Contents | 2003