Performance of concrete-filled steel square box columns exposed to fire

Cheng-Chih Chen*, Jheng Yi Lin, Chien Jung Chen

*Corresponding author for this work

研究成果: Article同行評審

摘要

Concrete-filled steel box columns have been widely used in medium- and high-rise buildings in Taiwan; however the research of these columns in fire is limited. This study aims to investigate the behavior of the concrete-filled steel square box columns exposed to fire. Ten large-scale specimens were constructed and tested under constant axial compression and exposed to standard fire. The test results indicate that the axial deformation history of the specimens was the axial expansion owing to increasing temperature, and contraction due to the strength deterioration of the materials until failure. The failure was caused by the strength deterioration owing to elevated temperatures. The failure mode involved outward bulges of the steel plate of the column and crushing of the concrete. The magnitude of the constant axial compression highly affected the axial deformation history and fire resistance, but the size of the cross-section and shear stud had little effect on the fire behaviors. Based onthe test of the c based firesults, an emoncrete-filled ire resistance mpirical formd steel square design.

原文English
頁(從 - 到)85-93
頁數9
期刊Journal of the Chinese Institute of Civil and Hydraulic Engineering
28
發行號2
DOIs
出版狀態Published - 1 六月 2016

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