Shear tests of rivet fastened rectangular hollow flange channel beams with web openings
| Data(s) |
2016
|
|---|---|
| Resumo |
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. No research has been undertaken on the shear behaviour and strength of rivet fastened RHFCBs with web openings. Hence a detailed experimental study involving 30 shear tests was undertaken to investigate the shear behaviour and strength of rivet fastened RHFCBs with web openings. Experimental results showed that the current design rules are inadequate for the shear design of Rivet fastened RHFCBs with web openings. Improved design equations have been proposed for the shear strength of rivet fastened RHFCBs with web openings. |
| Formato |
application/pdf |
| Identificador | |
| Relação |
http://eprints.qut.edu.au/93998/3/93998.pdf Poologanathan, Keerthan, Mahendran, Mahen, & Wanniarachchi, Somadasa (2016) Shear tests of rivet fastened rectangular hollow flange channel beams with web openings. In International Colloquium on Stability and Ductility of Steel Structures, 30 May – 01 June 2016, Timisoara, Romania. |
| Direitos |
Copyright 2016 [please consult the authors] |
| Fonte |
Science & Engineering Faculty |
| Palavras-Chave | #090506 Structural Engineering #Rivet-fastened rectangular hollow flange channel beam #Web openings #Shear Tests #Design Equations |
| Tipo |
Conference Paper |
