Steau, Edward, Mahendran, Mahen and Poologanathan, Keerthan (2016) Web crippling tests of rivet fastened rectangular hollow flange channel beams under two-flange load cases. In: Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016. European Convention for Constructional Steelwork, pp. 411-418. ISBN 9789291471331
Full text not available from this repository.Abstract
The rivet-fastened rectangular hollow flange channel beam (RHFCB) is a new cold-formed hollow section proposed as an alternative to welded hollow flange steel beams. To date, no investigation has been conducted on their web crippling behaviour and strengths. Hence an experimental study was conducted to investigate the web crippling behaviour and capacities of rivet fastened RHFCBs under End Two Flange (ETF) and Interior Two Flange (ITF) load cases. Experimental results showed that the current design rules are unconservative for rivet fastened RHFCB sections under ETF and ITF load cases. Hence new equations were proposed to determine the web crippling capacities of rivet fastened RHFCBs.
| Item Type: | Book Section |
|---|---|
| Subjects: | H200 Civil Engineering |
| Department: | Faculties > Engineering and Environment > Mechanical and Construction Engineering |
| Depositing User: | Becky Skoyles |
| Date Deposited: | 04 Dec 2018 11:42 |
| Last Modified: | 11 Oct 2019 18:17 |
| URI: | http://nrl.northumbria.ac.uk/id/eprint/37070 |
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