Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4928745 | Thin-Walled Structures | 2016 | 8 Pages |
Abstract
The present paper deals with an influence of the distortional-lateral buckling mode on the interactive buckling of thin-walled short channels with imperfections subjected to the bending moment when the shear lag phenomenon and distortional deformations are taken into account. A plate model (2D) is adopted for the channel section. The structure is assumed to be simply supported at the ends. A method of the modal solution to the coupled buckling problem within the Koiter's asymptotic theory, using the semi-analytical method (SAM) and the transition matrix method, was applied. The calculations and experimental preliminary tests were carried out for short channels.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Zbigniew KoÅakowski, Mariusz Urbaniak,