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Conference Paper: Single shear bolted connections of light gauge steel at elevated temperatures

TitleSingle shear bolted connections of light gauge steel at elevated temperatures
Authors
Yan, SYoung, B
Issue Date2011
PublisherICSAS11.
Citation
The 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), Sarawak, Malaysia, 13-15 July 2011. In Proceedings of the 7th ICSAS, 2011, p. 143-150 How to Cite?
DOI: http://dx.doi.org/10.3850/978-981-08-9247-0_rp019-icsas11
AbstractThe design formulas in the current specifications on bolted connections of light gauge steel for cold-formed steel structures are proposed based on ambient temperature tests. Investigations on this kind of connections at high temperatures are limited. In this study, a total of 73 single shear bolted connection specimens of G550 0.42mm and G450 1.90mm light gauge steel were tested in 7 different temperature levels range from 22°C to 900°C determined by the material coupon test results. Three failure modes were observed in the single shear bolted connection tests, namely the net section tension, bearing and tear out. The nominal strengths of bolted connections were calculated from the American, Australian/New Zealand and European specifications for cold-formed steel structures by using the reduced material properties at elevated temperatures, which were compared with the test results. The comparison shows that the strengths of the single shear bolted connections predicted by the specifications are generally conservative at elevated temperatures.
Persistent Identifierhttp://hdl.handle.net/10722/165768
ISBN
978-981-08-9247-0
ISI Accession Number ID
WOS:000392718200019

 

DC FieldValueLanguage
dc.contributor.authorYan, Sen_US
dc.contributor.authorYoung, Ben_US
dc.date.accessioned2012-09-20T08:23:08Z-
dc.date.available2012-09-20T08:23:08Z-
dc.date.issued2011en_US
dc.identifier.citationThe 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), Sarawak, Malaysia, 13-15 July 2011. In Proceedings of the 7th ICSAS, 2011, p. 143-150en_US
dc.identifier.isbn978-981-08-9247-0-
dc.identifier.urihttp://hdl.handle.net/10722/165768-
dc.description.abstractThe design formulas in the current specifications on bolted connections of light gauge steel for cold-formed steel structures are proposed based on ambient temperature tests. Investigations on this kind of connections at high temperatures are limited. In this study, a total of 73 single shear bolted connection specimens of G550 0.42mm and G450 1.90mm light gauge steel were tested in 7 different temperature levels range from 22°C to 900°C determined by the material coupon test results. Three failure modes were observed in the single shear bolted connection tests, namely the net section tension, bearing and tear out. The nominal strengths of bolted connections were calculated from the American, Australian/New Zealand and European specifications for cold-formed steel structures by using the reduced material properties at elevated temperatures, which were compared with the test results. The comparison shows that the strengths of the single shear bolted connections predicted by the specifications are generally conservative at elevated temperatures.-
dc.languageengen_US
dc.publisherICSAS11.-
dc.relation.ispartofProceedings of the 7th International Conference on Steel and Aluminium Structures, ICSAS 2011en_US
dc.titleSingle shear bolted connections of light gauge steel at elevated temperaturesen_US
dc.typeConference_Paperen_US
dc.identifier.emailYan, S: h0795445@HKUSUA.hku.hken_US
dc.identifier.emailYoung, B: young@hku.hk-
dc.identifier.authorityYoung, B=rp00208en_US
dc.description.naturelink_to_OA_fulltext-
dc.identifier.doi10.3850/978-981-08-9247-0_rp019-icsas11-
dc.identifier.hkuros209556en_US
dc.identifier.spage143en_US
dc.identifier.epage150en_US
dc.identifier.isiWOS:000392718200019-
dc.description.otherThe 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), Sarawak, Malaysia, 13-15 July 2011. In Proceedings of the 7th ICSAS, 2011, p. 143-150-

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