| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 279608 | International Journal of Solids and Structures | 2009 | 10 Pages |
Abstract
A mathematical model for slip-buckling has been proposed and its analytical solution has been found for the analysis of layered and geometrically perfect composite columns with inter-layer slip between the layers. The analytical study has been carried out to evaluate exact critical forces and to compare them to those in the literature. Particular emphasis has been placed on the influence of interface compliance on decreasing the bifurcation loads. For this purpose, a preliminary parametric study has been performed by which the influence of various material and geometric parameters on buckling forces have been investigated.
Related Topics
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Civil and Structural Engineering
Authors
A. Kryžanowski, S. Schnabl, G. Turk, I. Planinc,