This is particularly a concern for cold bending HSS members, as the resulting deformation from the fabrication process is much greater compared with other methods (Packer and Henderson, 1997). In an early study of this topic, Kennedy (1988) deduced minimum bending radii for cold rolling HSS, based on a series of experiments he established using three‐roller machines and deformation limits of 1% and 2% of the wall dimensions. The possible curvature of these members, however, is limited by the magnitude of distortion of the cross‐section during the bending process. HSS Bending of Hollow Structural Sectionsīahen/Tanenbaum Professor of Civil Engineering, University of Toronto, Ontario, CanadaĬurved steel hollow sections are widely used in the construction industry. HSS Bending of Hollow Structural Sections.
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |