Lateral-torsional buckling of singly symmetric web-tapered thin-walled I-beams: 1D model vs. shell FEA
This paper assesses the global performance and the underlying assumptions of a recently developed one-dimensional model characterising the elastic lateral-torsional buckling behaviour of singly symmetric tapered thin-walled open beams, which is able to account for the influence of the pre-buckling d...
Main Author: | |
---|---|
Other Authors: | , |
Format: | article |
Language: | eng |
Published: |
2007
|
Subjects: | |
Online Access: | http://hdl.handle.net/10316/3956 |
Country: | Portugal |
Oai: | oai:estudogeral.sib.uc.pt:10316/3956 |