Fire tests of short-span LSF floor systems made of lipped channel joists

•Investigated the behaviour of load-bearing LSF floors using short span tests under ambient and fire conditions.•Short span load-bearing floor tests were effective in predicting the behaviour of LSF floor systems in fire.•Results showed that cavity insulation has minimal impact on the fire resistanc...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Thin-walled structures 2024-11, Vol.204, p.112257, Article 112257
Hauptverfasser: Hisham, Fatheen, Vy, Son Tung, Mahendran, Mahen, Ariyanayagam, Anthony, Ngo, Tuan
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
Beschreibung
Zusammenfassung:•Investigated the behaviour of load-bearing LSF floors using short span tests under ambient and fire conditions.•Short span load-bearing floor tests were effective in predicting the behaviour of LSF floor systems in fire.•Results showed that cavity insulation has minimal impact on the fire resistance level (FRL).•Cold flange temperature was identified as the critical parameter governing the failure of LSF floors in fire.•Provided suitable recommendations and FRLs for 10 LSF floor configurations commonly used in Australia and New Zealand. Light gauge steel framed (LSF) floor systems are increasingly used in low- and mid-rise buildings due to their superiorities in terms of load-bearing capacity, non-combustibility, durability, sustainability, and ease of fabrication and erection. Their behaviour is detrimentally affected by fire, resulting in the reduction of their bending capacity and stiffness. Previous research studies on LSF floor systems are limited, with most studies not focussing on the Australian floor systems. This research study evaluates the behaviour of short-span load-bearing LSF floor systems through one ambient temperature test and six fire tests. Test results revealed that cavity insulation has minimal impact on the fire resistance levels (FRL) of LSF floors protected by two or three layers of fire-rated gypsum plasterboards. Increasing the plasterboard thickness or adding an extra layer significantly enhanced the FRL. Plasterboard joints in the ceiling were identified as potential vulnerabilities, while enhancing their performance would lead to higher FRL for the floor system. Importantly, the cold flange temperature was shown to be the critical parameter governing the failure of channel joists in LSF floors. This study has shown that the structural and thermal behaviour of the tested short-span load-bearing floors was consistent to that observed in the previous full-scale LSF floor tests reported in the literature. Hence such short-span load-bearing floor tests can be used to determine the FRLs at significantly reduced cost and time. Finally, some design recommendations are provided, offering valuable insights for fire design engineers.
ISSN:0263-8231
DOI:10.1016/j.tws.2024.112257