Titlebook: Concrete-Filled Double Skin Steel Tubular Column with Hybrid Fibre Reinforced Polymer; Post Fire Repair Kok Keong Choong,Jayaprakash Jagana

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Conclusion and Recommendation,ter steel tube, . and maximum temperature of concrete, (2) the residual strength of CFDST columns after fire exposure and (3) effectiveness of repair method using Single and Hybrid FRP on fire-damaged CFDST columns.

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AVERT

https://doi.org/10.1007/978-3-540-48689-3In order to understand the behavior of post-fire behavior of composite column, i.e., CFST and CFDST columns, the behavior of its different component needed to be properly studied first.

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Introduction,Steel hollow structural section (HSS) are widely used in high rise building and as bridge pier because of their resistance to lateral movement in addition to its lighter weight compared with solid steel section and reinforced concrete columns.

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Heterodoxy

Temperature Distribution and Post-fire Behavior of Concrete-Filled Double Skin Steel Tubular ColumnThe aim of this chapter is to study the temperature distribution during fire exposure and post-fire behavior of concrete-filled double skin steel tubular (CFDST) columns after fire exposure. This chapter addresses the first objective of the study.

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