Experimental investigation on temperature distribution of foamed concrete filled steel tube column under standard fire

• Main Authors: Mohammad, Shahrin, Lee, Yeong Huei, Shek, Poi Ngian, Kado, Bishir, Ab. Kadir, Mariyana Aida
• Format: Conference or Workshop Item
• Language: English
• Published: 2018
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/83209/1/MohammadShahrin2018_Experimentalinvestigationontemperature.pdf; http://eprints.utm.my/id/eprint/83209/; http://dx.doi.org/10.1088/1755-1315/140/1/012136

Standard fire test was carried out on 3 hollow steel tube and 6 foamed concrete filled steel tube columns. Temperature distribution on the columns was investigated. 1500 kg/m3 and 1800 kg/m3 foamed concrete density at 15%, 20% and 25% load level are the parameters considered. The columns investigated were 2400 mm long, 139.7 mm outer diameter and 6 mm steel tube thickness. The result shows that foamed concrete filled steel tube columns has the highest fire resistance of 43 minutes at 15% load level and low critical temperature of 671 °C at 25% load level using 1500 kg/m3 foamed concrete density. Fire resistance of foamed concrete filled column increases with lower foamed concrete strength. Foamed concrete can be used to provide more fire resistance to hollow steel column or to replace normal weight concrete in concrete filled columns. Since filling hollow steel with foamed concrete produce column with high fire resistance than unfilled hollow steel column. Therefore normal weight concrete can be substituted with foamed concrete in concrete filled column, it will reduces the self-weight of the structure because of its light weight at the same time providing the desired fire resistance