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Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments
Authors:Hui Lu  Lin-Hai Han  Xiao-Ling Zhao
Affiliation:1. Department of Civil Engineering, Monash University, Melbourne, VIC 3800, Australia;2. Department of Civil Engineering, Tsinghua University, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Beijing, 100084, PR China
Abstract:An investigation into the fire performance of self-consolidating concrete (SCC) filled double skin tubular columns (CFDST) during the standard fire test is reported. Six full size SCC filled CFDST columns were designed for the fire tests. Detail failure modes of overall specimens and each component in the columns as well as temperatures, deformation and fire endurance were presented. Fire performance of the CFDST columns were studied through analysis of the limiting temperature of the outer tube, composite action between steel and concrete and effect of a number of parameters on the fire endurance. It showed that the limiting temperature in the CFDST columns is significantly higher than that in concrete filled steel tubular (CFST) columns or critical temperature in steel structural components. Strong evidence was found to prove the existence of composite action between steel and concrete in the CFDST columns during fire exposure. Effect of a number of parameters on the fire endurance of the composite columns was identified. Investigation into the fire performance of the columns also reveals possible solutions to improve the fire resistance of CFDST members.
Keywords:Fire performance  Concrete filled double skin tubes (CFDST)  Column  Self-consolidating concrete (SCC)
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