| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 309213 | Thin-Walled Structures | 2013 | 9 Pages |
Semi-analytical elastic methods for stiffened plate analysis are computationally very efficient. In addition to eigenvalue analysis, such methods may also offer a viable approach for the prediction of ultimate strength limits (USLs) of the plates when combined with appropriate strength criteria. In this paper, existing strength criteria are discussed, and extended criteria proposed for plates with various stiffener arrangements and boundary conditions such as full out-of-plane supports along all edges or plates with a free or partially stiffened edge. The extended criteria reflect in a simplified manner the effect of redistribution of stresses due to the formation of local plastic regions at stiffeners, supporting edges and in the plate interior. The equilibrium path is traced using large deflection theory and the Rayleigh–Ritz approach on an incremental form. The approach is able to account for the reserve strength of slender plates in the postbuckling region. With the considered criteria included, good agreement is obtained with results from fully nonlinear finite element analyses for different support conditions and for a variety of plate and stiffener dimensions.
► Computationally efficient methods for quick ultimate strength prediction of stiffened plates. ► Plates with various geometry, boundary condition and applied loads are considered. ► Extended strength criteria are used in combination with semi-analytical methods. ► Rayleigh–Ritz method is used with large deflection theory to account for reserve strength.
