Volume 44, Issue 7 pp. 943-952
RESEARCH ARTICLE

Insulation failure of lightweight composite sandwich panels exposed to flame

Ehsan Negahban

Ehsan Negahban

Department of Civil and Construction Engineering, Faculty of Science Engineering and Technology, Swinburne University of Technology, Melbourne, Australia

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Ali Bagheri

Corresponding Author

Ali Bagheri

Department of Civil and Construction Engineering, Faculty of Science Engineering and Technology, Swinburne University of Technology, Melbourne, Australia

Correspondence

Ali Bagheri, Department of Civil and Construction Engineering, Faculty of Science Engineering and Technology, Swinburne University of Technology, Melbourne, Australia.

Email: [email protected]

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Ali Al-Dujaili

Ali Al-Dujaili

Department of Civil and Construction Engineering, Faculty of Science Engineering and Technology, Swinburne University of Technology, Melbourne, Australia

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Jay Sanjayan

Jay Sanjayan

Department of Civil and Construction Engineering, Faculty of Science Engineering and Technology, Swinburne University of Technology, Melbourne, Australia

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First published: 13 August 2020
Citations: 2

Summary

A critical consideration for the serviceability of composite sandwich panels is their thermal behaviour during fire incidents. This research aims to observe the thermal performance and investigate the insulation failure of the lightweight concrete sandwich panels (LCSPs) in non-load bearing wall systems. Six standard one-sided coupling fire tests on LCSPs in accordance with Australian standard AS 1530.4 were conducted via an electrical furnace; measured by thermocouples and a thermal camera, to assess the insulation capacity and their behaviour during fire events. The results indicated that the sandwich panels have insulation capacity for 75 to 110 minutes depending on the thickness and density. The bowing of the panels due to the expansion of the exposed steel shield and the consequent de-bonding and cracking of concrete was one of the primary reasons of insulation failure. Additionally, this bowing led to the opening of the joints between the panels, which could allow the heat flows towards the unexposed surface. Moreover, the propagation of accelerated drying shrinkage cracks in the restrained concrete core was another reason for the failure. Lastly, the results suggested the benefits of increasing the thickness and density on thermal performance and insulation failure of the composite sandwich panels.

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