Tests for the Compact Web Slenderness of Cold-Formed Rectangular Hollow Sections (No. R744)
| Field | Value | Language |
| dc.contributor.author | Wilkinson, Tim | |
| dc.contributor.author | Hancock, Gregory J. | |
| dc.date.accessioned | 2020-10-23 | |
| dc.date.available | 2020-10-23 | |
| dc.date.issued | 1997 | en |
| dc.identifier.uri | https://hdl.handle.net/2123/23664 | |
| dc.description.abstract | This report describes a series of bending tests to examine the influence of web slenderness on the rotation capacity of cold-formed rectangular hollow sections (RHS) for use in plastic design. The results indicate that the plastic web slenderness limits in design standards, which are based on tests of I-sections, are not conservative for RHS. There is considerable interaction between the webs and flange which influences the rotation capacity which is shown by approximate isorotation curves. A proposal for a linear interaction formula between the web and flange slendernesses for the Compact limits of RHS is given. | en |
| dc.language.iso | en | en |
| dc.publisher | School of Civil Engineering, The University of Sydney | en |
| dc.rights | Copyright All Rights Reserved | en |
| dc.subject | Civil Engineering | en |
| dc.title | Tests for the Compact Web Slenderness of Cold-Formed Rectangular Hollow Sections (No. R744) | en |
| dc.type | Report, Research | en |
| dc.subject.asrc | 0905 Civil Engineering | en |
| usyd.faculty | SeS faculties schools::Faculty of Engineering::School of Civil Engineering | en |
| usyd.department | Centre for Advanced Structural Engineering | en |
| workflow.metadata.only | No | en |
Associated file/s
Associated collections