Pull-through failure of crest-fixed steel claddings under combined wind and bushfire conditions
Description
Cold-formed steel (CFS) roof and wall cladding systems are commonly used in Australia and around the world. The use of CFS claddings in bushfire prone areas is becoming more popular due to their non-combustibility and is recommended in the Australian standard AS 3959 for construction in bushfire areas. However, severe fire events occur more frequently and in recent bushfire events, strong winds and fire–wind interactions have been observed. Thus, the behaviour of CFS claddings exposed to a combined action of fire and wind needs to be considered for the safe design of buildings in bushfire prone areas. In this study, a small-scale test set-up was developed and used to simulate the wind suction loading on crest-fixed CFS roof and wall claddings while also being exposed to elevated temperatures. Experiments were conducted on three commonly used 0.42 mm high strength (G550) CFS cladding profiles at ambient and elevated temperatures and their critical localised pull-through failures of the crests under the screw heads were investigated at increasing temperatures. The results showed that the failure mode of trapezoidal cladding profiles changed from a transverse splitting type to a localised dimpling type pull-through failure. They also showed different rates of reduction in the pull-through capacity with increasing temperatures and the type of cladding profile. This paper has proposed a suitable equation for the pull-through capacity reduction with increasing temperatures and made suitable recommendations in relation to the use of CFS cladding systems in bushfire prone areas.
Impact and interest:
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ID Code: | 228705 | ||||
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Item Type: | Contribution to Journal (Journal Article) | ||||
Refereed: | Yes | ||||
ORCID iD: |
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Additional Information: | Acknowledgements: The authors would like to thank Queensland University of Technology and Australian Research Council (Grant Number DP200102704) for the financial support in terms of a PhD scholarship and the provision of experimental facilities to conduct this study. The first author would also like to thank the Banyo Laboratory Technical staff for their assistance during the tests. | ||||
Measurements or Duration: | 14 pages | ||||
Keywords: | Cold-formed steel claddings, Elevated temperatures, Pull-through failure, Small-scale test, Bushfire, Wind action | ||||
DOI: | 10.1016/j.tws.2022.109011 | ||||
ISSN: | 0263-8231 | ||||
Pure ID: | 106448147 | ||||
Divisions: | Current > Research Centres > Centre for Materials Science Current > QUT Faculties and Divisions > Faculty of Science Current > QUT Faculties and Divisions > Faculty of Engineering Current > Schools > School of Civil & Environmental Engineering |
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Copyright Owner: | 2022 Elsevier Ltd. | ||||
Copyright Statement: | This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au | ||||
Deposited On: | 07 Mar 2022 02:07 | ||||
Last Modified: | 03 Apr 2024 10:11 |
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