Numerical modelling and fire testing of gypsum plasterboard sheathed cold-formed steel walls
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114579068. Available under License Creative Commons Attribution Non-commercial No Derivatives 4.0. |
Description
Gypsum plasterboards are used in Light-gauged Steel Framed (LSF) walls as the primary fire-resistant material. In addition to thermal protection, they provide restraints to the cold-formed steel studs at the screw locations and improve the load-bearing capacity. In this study, three full-scale standard fire tests were conducted first to investigate the thermal and structural behaviour of LSF walls in fire. Close examination of the plasterboard joint opening up and plasterboard fall-off phenomena showed that most of the plasterboard joint compound fell-off after 17 min of fire exposure and the joint gap gradually widened afterwards. A multi-step heat transfer finite element (FE) model was developed incorporating the physical changes observed during the fire tests and validated using the test results. The important time–temperature profiles obtained from this study and past literature were compared, and idealised time–temperature profiles of wall studs were developed for use in structural FE models. Past studies involving elevated temperature structural FE models considered mainly the in-plane restraints provided by plasterboard sheathing. Hence the effects of their out-of-plane restraints were investigated using structural FE models and fire tests, and suitable out-of-plane restraint values were proposed for numerical analysis. This study has shown that out-of-plane restraints significantly reduced the lateral deflections of LSF walls and improved their fire resistance levels (FRL) when double layers of plasterboards were used. However, excessive out-of-plane restraints could adversely affect the FRL. Overall, this research has used the fire test results to enhance the understanding of the thermal and structural behaviour of LSF walls and provided useful data and recommendations for more accurate thermal and structural modelling of LSF walls.
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ID Code: | 234830 | ||||
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Item Type: | Contribution to Journal (Journal Article) | ||||
Refereed: | Yes | ||||
ORCID iD: |
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Additional Information: | Funding Information: The authors wish to thank Australian Research Council (Grant Number LP170100951) and National Association of Steel Framed Housing (NASH) for providing financial support and QUT for providing the required research facilities. They appreciate the valuable technical guidance and support provided by NASH Executive Director Ken Watson, and NASH Standards Committee members to this research study. They also extend their appreciation to the technical staff at Banyo Laboratory (QUT) for their support to the experimental study. Finally, the authors acknowledge the generous contributions of Bluescope Steel, Enduroframe and USG Boral in providing the required CFS studs and plasterboards. | ||||
Measurements or Duration: | 19 pages | ||||
Keywords: | LSF walls, Gypsum plasterboard, Fire tests, Fire resistance, Heat transfer, finite element analysis | ||||
DOI: | 10.1016/j.tws.2022.109792 | ||||
ISSN: | 0263-8231 | ||||
Pure ID: | 114579068 | ||||
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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Funding Information: | The authors wish to thank Australian Research Council (Grant Number LP170100951) and National Association of Steel Framed Housing (NASH) for providing financial support and QUT for providing the required research facilities. They appreciate the valuable technical guidance and support provided by NASH Executive Director Ken Watson, and NASH Standards Committee members to this research study. They also extend their appreciation to the technical staff at Banyo Laboratory (QUT) for their support to the experimental study. Finally, the authors acknowledge the generous contributions of Bluescope Steel, Enduroframe and USG Boral in providing the required CFS studs and plasterboards. | ||||
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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: | 23 Aug 2022 02:20 | ||||
Last Modified: | 27 Mar 2024 17:47 |
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