Fire Exposure Behavior of CFST Column
Kamaljit Singh1, Khushpreet Singh2, Aditiya Kumar Tiwary3

1Kamaljit Singh, Department of Civil , Chandigarh University, Gharuan(Mohali), India.
2Khushpreet Singh, Department of Civil, Chandigarh University, Gharuan(Mohali), India.
3Aditiya Tiwari, Department of Civil, Chandigarh University, Gharuan(Mohali), India.

Manuscript received on 03 July 2019 | Revised Manuscript received on 07 July 2019 | Manuscript published on 30 August 2019 | PP: 218-223 | Volume-8 Issue-10, August 2019 | Retrieval Number: I7852078919/2019©BEIESP | DOI: 10.35940/ijitee.I7852.0881019
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Abstract: From the past numerous years Concrete Filled Steel Tubes (CFST) segments are progressively utilized in the structures on account of their high burden bearing limit. In CFST sections the solid is encased in a steel tube that gives formwork to solid which aides in continuing the nearby clasping of the steel. Additionally, composite sections will add more solidness to the structure when contrasted with the ordinary segments. This paper displays the Fire Exposure Behavior of CFST sections and the temperature in the diesel heater is pursued by the ISO-834 standard flame bend. The example was chilled off for 24 hours at room temperature in the wake of warming. During the cooling period of the example the weakening of solid happens. At long last, the quality estimation of CFST sections is tried under Universal Testing Machine (UTM). The examination centers around the quality properties of the roundabout CFST sections in the wake of being presented to a very controlled temperature in the diesel heater. 
Keywords:  Temperature, CFST columns, Universal Testing Machine, Stiffness.
Scope of the Article: Fire Engineering